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Permit D06-388 - Segment 1 - Kohl's - Retail Building
D06-388 Kohl's 17150 Southcenter Parkway Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Kohl's D06-388 Segment 2 - Kohl's D06-388 Segment 3 - Kohl's D06-388 Segment 4 - Kohl's D06-388 Segment 5 - Plans - Kohl's D06-388 KOHL'S 17150 SOUTHCENTER PY D06-388 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http: //www. ci. tukwila. wa. us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D06-388 Occupant/Tenant: KOHL'S DEPARTMENT STORES Building Address: 17150 SOUTHCENTER PY Parcel No.: 2623049080 Property Owner: WIG PROPERTIES LLC -SS 4811 134TH PL SE , BELLEVUE WA 98006 Use: RETAIL Occupancy Group/Division: M Type of Construction: IIB Automatic Sprinkler System: Provided: Y Required: Y 2801 Design Occupant Load: THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: Address: Suite No: City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: httn://www.ci.tukwila.wa.us DEVELOPMENT PERMIT 2623049080 17150 SOUTHCENTER PY TUKW Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D06-388 02/16/2007 08/15/2007 Tenant: Name: Address: Owner: Name: Address: Phone: KOHL'S DEPARTMENT STORES 17150 SOUTHCENTER PY , TUKWILA WA J C PENNEY CO INC #9509.1 PROP TAX OFFICE , PO BOX 10001 75301 Contact Person: Name: Address: Phone: JEFF STOWE 244 N BORADWAY , MILWAUKEE WI 53202 414 276-1760 Contractor: Name: BAYLEY CONSTRUCTION A GEN. PTNSHP Address: PO BOX 9004 , MERCER ISLAND, WA 98040-9004 Phone: 206-621-8884 Contractor License No: BAYLECG034JC Expiration Date: 12/31/2007 DESCRIPTION OF WORK. CONSTRUCTION OF NEW KOHL'S RETAIL DEPARTMENT STORE. TOTAL GROSS FLOOR AREA 97,866 SF. WATER METERS, SEWER CONNECTION AND BACKFLOW PREVENTION ON PWO6-099. Value of Construction: Type of Fire Protection: Type of Construction: 8,923,747.70 SPRINKLERS IIB Fees Collected: International Building Code Edition: Occupancy per IBC: 254,288.22 2003 19 **continued on next page** doc: IBC -10106 D06-388 Printed: 02-16-2007 City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206431-3665 Web site: httu.•//www.ci.tukwila.wa.us Steve Lancaster, Director Permit Number: D06-388 Issue Date: Permit Expires On: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Profit: N Non -Profit: N Water Main Extension: N Private: N Public: N Water Meter: N Permit Center Authorized Signature: / ill I hereby certify that 1 have read and IVA AO Date: (0 permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied r specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating authorized to sign and obtain this development permit. construction or the perfo = e of work. I Signature: i 4a( � Name: Date: il`��' 0 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 006-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 2623049080 Address: 17150 SOUTHCENTER PT TUKW Suite No: Tenant: KOHL'S DEPARTMENT STORES PERMIT CONDITIONS Permit Number: D06-388 Status: FINAL Applied Date: 10/16/2006 Issue Date: 1: ***BUILDING DEPARTMENT CONDITIONS*** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high-strength bolts shall be periodically inspected in accordance with RISC specifications. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: New suspended ceiling grid and light fixture installations shall meet the non -building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 13: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 14: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 15: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. doc: Cond-10106 D06-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http:/lwww.ci.tukwila.wa.us 16: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 17: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 18: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 19: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248-6630). 20: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 21: ***FIRE DEPARTMENT CONDITIONS*** 22: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 23: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 908.3) (NFPA 10, 3-2.1) 24: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1824 nun) above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 908.9) 25: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 26: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 27: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 28: Doors shall swing in direction of egress travel where serving an occupant load of 50 or more persons or a Group H occupancy. (IFC 1008.1.2) 29: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) doc: Cond-10/06 D06-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us 30: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 31: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 32: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 33: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 34: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (162 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (81 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.378 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.6.1) 35: Exit signs shall be illuminated at aU times. To ensure continued illumination for a duration of not less than 90 minutes m case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on-site generator. (IFC 1006.1, 1006.2, 1006.3) 36: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot-candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on-site generator. (IFC 1008.1, 1006.2, 1008.3) 37: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 38: U.L. central station supervision is required. (City Ordinance #2050) 39: All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #2080) 40: All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator valves (WIV), and Fire Department connection (FDC). (City Ordinance #2050) 41: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13-8.6.5.3.3) 42: All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. (NFPA 13-6.7.4.1, 6.7.4.2) 43: When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Sprinkler Riser". (NFPA 13) doc: Cond-10106 D06-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: httb://www.ci.tukwila.wa.us 44: Maintain a 4 foot clear space around the sprinkler riser(s) for emergency access. (NFPA 25) (City Ordinance #2050) 45: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fixe Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 46: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212-80) 47: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 48: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 49: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #2051) 50: When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control". (City Ordinance #2051) 51: Local U.L. central station supervision is required. (City Ordinance #2051) 52: Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (4.4.1.4.2.1)) 53: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 54: An electrical permit from the Washington State Department of Labor and Industries is required for this project. 55: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 56: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 57: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 508.1) 88: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 59: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 60: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: Cond-10106 D06-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http.//www.ci.tulwrla.wa.us 61: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 62: Modify sheet El, E2, E3, and E4 to include exterior sconce on pilasters on north, east and west elevations. 83: Modify Sheet SDI to indicate 3 raised planters (key note 27) at west side of building. 64: Incorporate modification to planter as shown in PW06-158 located in, the northeast corner. **continued on next page** doc: Cond-10106 D06-388 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Date: G9a 0 7 doc: Cond-10/06 D06-388 Printed: 02-16-2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.cLtukwila.wa.us Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. 19�' Public Works Permit No. Project No. Ia7-'w12A- (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 17200 Southcenter Parkway King Co Assessor's Tax No.: Suite Number: Tenant Name: Kohl's Department Stores Property Owners Name: Wig Properties, LLC 262304 -9117 -00J- 262304 -9081 -02;2623°4-9081-03 62304-9117-00)262304--9081-02;262304--9081-03 Floor: New Tenant: ® Yes ..No Mailing Address: 4811 134th Place SE, Bellevue , WA 98006 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Jeff Stove Mailing Address: 24+4 N. Broadway, Milwaukee, WI 53202 E -Mail Address: j Stowe@schroederandholt. com Day Telephone: 414-276-1760 City State Fax Number: 414-276-1764 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Not available at time of application Mailing Address: State Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number Expiration Date: Zip ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Schroeder and Holt Architects — David Baum Mailing Address: 244 N. Broadway, Milwaukee, WI 53202 Contact Person: David Baum or Jeff Stowe City Stoic Day Telephone: 414-276-1760 E -Mail Address: Fax Number: 414-276-1764 Zip ENGINEER OF RECORD -- All plans must be wet stamped by Engineer of Record Company Name: Ambrose Engineering Mailing Address: W66 N215 Commerce Court, Ste. 100 Cedarburg, WI 53012 City State Zip Contact Person: Bob Steckel Day Telephone: 262-377-7602 E -Mail Address: Fax Number. Q:\ApplicadoneWonoa-Applications On Line13-2006 - Permit Apptication.doe Revised: 9-2006 b Page 1 of 6 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ Not Availab3 it Existing Building Valuation: $_ Scope of Work (please provide detailed information): New construction of retail department store. Will there be new rack storage? ® Yes 0..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ .......None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1Applicatlana\Form-Applicatiana On Line13.2006 -Permit Applicadon.doc Revised: 9-2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1*Floor 89,974s.f. IIB M, B, S 2ndFico?(Mezz) 7,892s.f. IIB S 3r" Floor Floors 1 thru !fizz 97,866s.f. IIB M, B & S Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If `yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ® Sprinklers 0 Automatic Fire Alarm ❑ .......None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ® No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:1Applicatlana\Form-Applicatiana On Line13.2006 -Permit Applicadon.doc Revised: 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): — Separate Submittal by Developer -- (Wig Properties) Call before you Dig: 1-800-424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0... Water District #I25 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. ValVue ❑ ...Sewer Availability Provided ❑ . Highline ❑ .. Renton ❑ .. Renton 0 .. Seattle Se tic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aonlv): IN ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right-of-way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ., Geotechnical Report ❑ .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ,. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 11 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... " WO # 9 ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size 19 WO # ❑...Deduct Water Meter Size " ❑ ...Sewer Main Extension Public Private ❑ .,.Water Main Extension Public Private FINANCE INFORMASTION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing_to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billinc: Name: Mailing Address: City State Zip Day Telephone: City State Zip Q:\Applications\Forma-Applieatione On LineU-2006 - Permit Application.doc Revised 9-2006 bh Page 3 of 6 Oct.17. 2006 5:49PM 1 MECHA'NIICAL rine=INFIZMAT1ON-206-431-3070, No.9837 P. 2 MECSANICAL CONTRACTOR INFORMATION Company Nam Nor p0M Ake A T.r'+f of SV6Mrrrok(. Mailing Address: City R za Contact Person: Day Telephone: E -Mail Address: Fax Number. Conti Registration Numb= Eepdration Date: Valuation ofMedmnicaj work (tea bid price): $ Z O. ODO • 'a .. of Work (please provide detailed information): // s � 111 _64,1.11.07015 b 4 #1143 dAd- J Re9idendel: New—0 Replacement -.rip Co»arneaciai: New Repeat _ D helm Electric Gas... Other: Iudloate typo otmechalsica3 work being Installed and the quantity below: Milt Type: • • s m Visit , : Ahr Handling Unit >I0,000 •v Unit , , Fsse DImper 64.,% DoRer/Com , reason . 0 BP/10000 BTU %_ Oh Purnece<1001EBTU Jurnaoa>100K : • .,. , .r • Cool. 57i�' -y 3 EjA 3-15HP/SOO,OooBTU 13-30 HP/1000.000 BTU 30- o ,75O,000 BTU ir: �,7 V) pil Pomace , . AMoor c NrT Ventlladan. an • , _ .. -. "‘, c - Dnct C J Shu p e IWaWFloar tcd Healer 1 Voila= System Wood/Gas Stove Appliance Vent 1 Hood and Duct NA ii k raleWlicY Other Me l NA -'� 50+HPII,'SO000BTUVJ ev,icerl fivirc j Iglu; XXAddition to system poi Inelocretor-Domestic Air BaodlingMk 410.000 Mit ' - Command ----a• omplicottofforolOollaimOiLii04006-114moigoNaitoidas Sabal SON Pain 4vfl Oct,17. 2006 5:49PM (YLTJMBNG ANS GAS, .IN ERfii3'r INFORMATION —206.-431 No•9837 P 3 PLUMBING MD GAS STUNG CONIBACTOR INFORMATION CompacyNims:_ p rT 41A ILA'Si-e" Pr row w sda 1fTt r Man AdidresaL Chat Person: Day Telephoto E -Mail Address Fac Nurnberg Oonhmw Regist�lon Nt=ber: Expiration Date: Valuation ofPiambingwodt (contract's bid pricer S 4 SI Goa • "'' aS ValuSike of Ons Piping work (ccaractor's bid price): S Scope of Work (p1- w pt:;vide detefled information): 4 4-6 Building Use (per Intl Building Code): Occupancy (per Intl Building Cod Utility Purveyor: Water: Sewer; Indicate type of phanbing fixtures and/at gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture The: Qty Fixture Type: , . Qty. Fixture Typo: . . Qt7►•': Bathtub ar combination ,er (I4 1\�/' l3trinki0g>b�uca Of � (per 'scarp 3 1 " Wash dam inirirect ' t r !� civ; piping outlets Bidet Clothes washer, domestic Moor dram �} — 1 — Dcubd ant weldor bilk shower, dote bead trap 41 A IIih 74- ,. Dishwasher, domestic, with indepettdent drain A I& [ Lavatory y .. water Gnat Mang sewer or trailer pasic sewer • R a per /vea Water *err aedlar Aral medical gas "x{ inlets/cadets—dr or more N A w viz* pretreatment iatoreepror, indvdiogi s trap *Wyatt, except far kitchen type _grease interceptors ' ` Repair or sheradoa of water p orvoter t alliPneet ' envoisogo'Indusbial Ftp[gg � � Medical gas piping Ratan iniatslwfLAa in -speck gas �a dr_,Asdb.R.dos Wm* 01006 Inon6ot6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE OR ORIZED AGENT: Signature: � Date: lO i3 (0 Car, Print Name: Jeffs :toAae�Schroeder &Holt Architects Day Telephone: 414-276-1760 Mailing Address: 244 N. Broadway, Milwaukee, WI 53202 City State Zip Date Application Accepted: i 1 it/ [Die Date Application Expires: . Staff Initials: QAApplicationt\Farme-Applicadans On Line\.3-2006 - Permit Application.doc Revised: 9-2006 bh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://wxw.ci.tukwila.wa.us RECEIPT Parcel No.: 2623049080 Permit Number: D06-388 Address: 17150 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 10/16/2006 Applicant: KOHL'S DEPARTMENT STORES Issue Date: Receipt No.: R07-00234 Initials: JEM User ID: 1165 Payment Amount: $37,376.90 Payment Date: 02/16/2007 12:14 PM Balance: $0.00 Payee: KOHL'S TRANSACTION LIST: Type Method Description Amount Payment Check 2339975 37,376.90 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 37,372.40 4.50 Total: $37,376.90 doc: Receipt -06 Printed: 02-16-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 2623099080 Permit Number: D06-388 Address: 17150 SOUTUCENTER PT TUKW Status: APPROVED Suite No: Applied Date: 10/16/2006 Applicant: KOHL'S DEPARTMENT STORES Issue Date: Receipt No.: R07-00233 Initials: JEM User ID: 1165 Payment Amount: $191,817.36 Payment Date: 02/16/2007 12:13 PM Balance: $37,376.90 Payee: WIG PROPERTIES, LLC -5S TRANSACTION LIST: Type Method Description Amount Payment Check 1649 191,817.36 ACCOUNT ITEM LIST: Description Account Code Current Pmts TRAFFIC MITIGATION FEES 104.367.120 191,817.36 Total: $191,817.36 4937 02/13 9 713 TOTAL 191E17.3,3 doc: Receiot-06 Printed: 02-16-2007 City of Tukwila 6300 Southcenter BL, Suite 1001 Tukwila, WA 98188 / (206) 431-3670 RECEIPT Parcel No.: 2623049081 Permit Number: D06-388 Address: 17200 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/16/2006 Applicant: KOHL'S DEPARTMENT STORES Issue Date: Receipt No.: R06-01645 Payment Amount: 25,090.96 Initials: JEM Payment Date: 10/16/2006 11:42 AM User ID: 1165 Balance: $37,376.90 Payee: KOHL'S TRANSACTION LIST: Type Method Description Amount Payment Check 2285863 25,090.96 ACCOUNT ITEM LIST: Description Current Pmts Account Code BUILDING - NONRES 000/322.100 PLAN CHECK - NONRES 000/345.830 484.18 24,606.78 Total: 25,090.96 0788 10/16 9710 TOTAL 25090.96 doc: Receipt Printed: 10-16-2006 INSPECTION NO. INSPgCT1ON RECORD Retain a copy permit ermit "" PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project• //jj� /j) jj /( Type of Inspe tion: d Address: // /�,Date 7/`'O Ca a.r[[d1rF�/v I-TJ Called: Special instruction: �r / -instruction. ./ k ' L ' 1 %c' f • rail- 1, 1 r • M/1 1 206160 37f75 Date Wanted: a.m. // ?—c7 7 Requester: Phone No: i2, v(. `-.6 2 / — F'/ Approved per applicable codes. ❑ Corrections required prior to approval, 3 COMMENTS: Inspect!- Date:// $58. + REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedute reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit 734,_ P216 INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project: // 1 COG* iF'C. pa r 7ati. St / /bA % ,Type of Inspection: ! 700 ,3 , /�{,t3 r r.4, Address: / 7/ v S, 6 /' ( Date Called: . Special Instructions: Date wanted: a.m. . equester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1•7/e9 /0 w v,1 //. , r yrs,- - , C2 7' 2---a7 .. Inspector: ' r QX58.uii - INSPECTION EE REJlRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: Date://g2k Date: INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ProjeJ/s f* Type oif in ection: � -(G Addr ss: Date Called/r Special Instructions: Date Wanted: 7-'7212 --77a.m Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7.754n -1,1000P aLf,edip /A77Y� -moo -rI J 3Z AfOitr-, Dater 7 -d? ❑ $58.00 REINSPEC110FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: SLI INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t: 7/ ///-7,14" ' T//!/e / .I ' Type oi`Inspectlon: .l4'4^ i!/ / - / i 7/5 0 --)Address: / eP %N i i Date Called: l Date Wanted: a.m.. 9-z_G- 67 •Dl.. Special Instructions: ' 1 Requester: Phone No: .206-5)6 -3 2c,qc Approved per applicable codes. Corrections required prior to approval. COMMENTS!/'f/-l'J /`.# •0 / .I ' e07' ��11 7v Z7 -rix -e /,‘_,„1-4.e r. 1e ,49,4,", (_l,7 1i LJ -r-y ' /Sfr-e-7 4 / (, 4- , 5 f 1' 1 . `2, j,e--,„.-� } C T -.)fr ( J » -7� �� rf `tri,, 1 ! ,f� �" . 074 ,-,..-4-647,"-ea,/ , t% ---1/7 �t-44•2(-` J�/f/ti Inspector 'Date: y2-6"07 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: a 3/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-3670 Project: Type of Inspe tion: __ Address: % `7 eJ sl�1tf%fn/z / Da . Or- h - i -- Specia Instructions: GC/F.uSdfrr y - /O 4 Date Wanted: -..22. D -7 am: P. ; Requester: Phone No: C)6-<670 - 3767S Approved per applicable codes. DCorrections, required prior to approval. COMMENTS: eze.d61444 (-1-‹ C / -J c E $58.00 REINSPECTI6N FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt,No.: Date: INSPFCrlillQ NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a ropy with permit 30b�388 PER N (206)431-36 Project:V l Type of In pection: ,yp r Add�re Date Called: Special instructions: 7 Date Wanted: a.m. Q 4 Requester. Phone No: EDApproved per applicable codes. Corrections required prior to approval.,, COMMENTS: P4, Date: (41 ❑ $58.00 REINSPECI1ON FEE REQUIRED. Prior to inspection. fee must be paid al 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date; INSPECTIO NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., *100, Tukwila, WA 98188 (2 a 6)431-3670 Project:4---o 4 /5 Type of inspection: 1 Address' 17/50 tiS C i l Date Called: ../ Special Instructions: 1 Date Wanted: Requester:�� Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 5t ,(47 q` Cos ;A /44,frt , 141. S � 1 �L �'( .4/S S y'v� f ();-n 5 _Date: 7/7 .07 $58. EINSPECTION E REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , INSPECTION RECORD Retain a copy with permit PE:itil N+ (206)431-3670 'Project:� k /:;[ Type o/'J f Inspection: zs/' .,.... ,,,,, Addr 1 5'/L Date Called: Speofal1n ruct� : ` Date Wanted,. a.m. Requester: _.f Phone No: ❑ Approved per applicablecodes. Corrections required prior to approval. /P-4- � J„,, F 44/I 1 1 /z1 : // /4-.0 _ y, COMMENTS: 1 Date: $58.QD1�RISPECTION F€ REQUIRED. Prior to inspection, fee must be paid at 00 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: 1 27 INSPECTION RECORD �, Retain a copy with permit �[ INSPECTION N0. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) -3 Project: �� /(� f ( TYPgfof Inspect. CJ Date Called: / r Address: Special Instructions:e Wanted: _9 m. Requester: 1 "f7g /)1 -id 'A irZeli• Phone No: z6 -Se- 3s -- IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: poi_ /94 17) .,'01AL.4. I k 2, / /z 4c . J2 ' AJ _A -e, 1 "f7g /)1 -id 'A irZeli• - -0 ,5 /ri<-2, , `C_ U 114 / ,7L 2-- ca, St- - 1 /r7 , Inspector: Date: $58.00 REINSPEC710(EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 6 P t r ok () I4 v {r� { Type of inspe[.. �� 1 t A.1 l 1 Ak�es� Sad f(cfyalled: i• Special Ins ructions: Elate Wanted: r a.m. kequester: Phon o: _ Approved per applicable codes. CO Corrections required prior to approval. COMMENTS: r/ ^S. e-/ .e/ K ,1 s .:7 -✓FAV() nspec r: 'bate: Dz 1-7 17� .00 REINSPECTI N FEE REQUIRED. Prim' to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD 2-SRetain a copy with permit INSPECTION NO. . ! s 1 CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 Project: Type of igsRectios: �' --\J(5 Address: ill Date Called: Special Instructions: Date Wang....vg = :m. Requester: Phone No: jApproved per applicable codes. El Corrections required prior to approval. COMMENTS: f �( Sej 4-7 if" 1,e,e-F/P-X Inspector: Date: ❑ $58.00P INSPECTION FSE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: [Date: INSPECTION RECORD Retain a copy with permit INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431-3670 Project:L� ,,_._ /7/%Y�4 e" 0 Approved 749/r• j Type of Inspectiort: j",64.97//v 6 Address: ��d �� / hDate r / /5G - rr:O/ThereA 'L / P4 Called: Special Instructions: :.J ..Z —Date Wanted: a.m. Requester: Phone No: _ ..,. 3— r? —0s 7 2--- 0Approved pei applicable codes. COMMENTS: /4? -11 A El Corrections required prior to approval. (55 1 .� (/� Carte `4 _.r_-� Gr!��l / fP 0/f —Ar:171i Inspector: / Date: / $58.00 REINSPECTIO REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (20 •)431-3 Project: ,//4iP /('fr' //,?/( Type of Inspection: }",.L7/'/17/tV 6 Address: / 7/5// .il`i/ ix, Date Called: Special instructions: Date nted: ]O �f`Dy2s �m, � Requester: :stip: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /OA /) 4 /r.moo /4 7i ha/4 6/4 // TAT ' ,ovis 3) L n �r 4/- �1-0 ! /0 /> 'd c4 L4-14/ t 41-11e4.476 1 'Date: 7_777 El $58. INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (2 6Y431-1;67[0 Project:_ X1(1irP/` r 7(iiir 'iype o tist}I�ection: v 1- illArim c 'Address: _ I-1 1 70 ON(tL've)(/ fi Date Called: Special Instructions: � L � 1-) 1—> ate Wanted: Y, - .5 -Q 7 a.m: p.m. Requester: Phone No: ,-.-5 3- Li 05. - 0 .3 7 Z ElApproved per applicable codes. Corrections required prior to approval. 'COMMENTS: LIfL u,4 /1 AO //1-71° P17€4/ ,j1 Inspector /edits ) Date: $58.00 REINSPECTION EREiRED.Pn'orT g7 to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedute reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 t 6) 1-36'0 Project:'Type t i Ke c mAC) { t.r A ie of Inspection: J I t ( LE ms, •,..- Address: n 1— ( SA,(/ k1 Ft1- Date Called: Special Instructions: , 0 F'i L S ate Wanted: [r,- j- o -7 6.m,, p.m. Requester: Phone No: —'ion 0s72 Approved per applicable codes. Corrections required prior to approval. COMMENTS: vs'l &64.1 Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PER (206)431-3 :70 Project: .s ,/,‘ i. _/ .. a Type ofInspection: �l�Gt� 4 \ f� Address: // Date Called: Special Instructions: Date Wanted: .5--3/--07 m. Requester: Phone No: IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: C z .. 6f 61 1= l_.sq CIAO .J�1 Z 1Q� 1"2• -7 5 / Te -4,e T P'E Inspector: Date: c 3,4 07 ❑ S58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ,x..38, PERM \)L 06)431-3670 Project:Type In 11 of 1 ion: ���71 Addre s: 7/c /mfr Date Called: Special Instructions: Date Wanted: Requesere No. Phone} •w"` ElApproved per applicable codes. Q Corrections required prior to approval. COMMENTS: /6.3:, ;;� tree/ 6 J /' 77 / y z-7.[ A- cit -,-1 / .� Inspector: �% M. INSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Date: Receipt No.: Date: /8 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PE 06)431-3670 Project: Project:, Type of Inspection: I7'O . Addres : _i7)5 Cc.R' (.. Date ailed: 1 J Special Instructions: / Date Wanted: g fir' z/-<27 c a.m. Requester:-rr ► rl%tnr ) eh 4-7 cw, 4., 1 Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. 1 COMMENTS: /mgr//4 4 /1 elf )2r _ 1 r.. ,�f� 7 (0 v1 �4 f�,` 7./ P2 :Js q 4 11si�/ t� f Inspect Date5�29v $58. EINSPEC9ION itE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: • Date: INSPECil4N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit LO,ir386 u�- Project: 04 / Type of Inspection: d ,- Address ` 7/5 , �I✓j4Wr Date Called: Special Instructions: ate Wanted: GJy� �� " a.n / p-rn. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fir / -�7 )1 S rr1��//3_ f//1X4' ; & 5v h-7 /YJU' , Inspector: / Date: 0 S58. EINSPECTI0N F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedufe reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #10 Tukwila, WA 98188 PERM NO. (2 6) -36710 Pr jest• U� f�` u `r����_,3r-440.4,F I7 -s' fT a of Inspection: /t)/7tiiti >, Address: Date Cal ed: Special Instructions: D . to Wanted_ .my p.m. Requester: Phone No: "ti , ElApproved per applicable codes. a1 Corrections required prior to approval. COMMENTS: 4,7 e 13a a Date: �, ` 7. 0 $58.00 REINSPECT IO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.; Date: 1 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (2 + 6)431-36 Pro Ile f �Qyl s'irYPe // if I spectio �/ G� f Address: ��n,, Date Called: /7/ �,�r�l`� Ir�r Specia Instructions: DWI?. to anted: 5 A f —07 fes: p.m. Requester: Pho a No: FT- ;_79 - D?j7 ❑ 'Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: p/► 04,1 � { ',,V / J, % / v 4 ,r /33 /3t/-/3 Inspector: 0 Date 1,„,7 0558.00 NSPEC 10N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ge Pro'ect: , . l��/1/7/'"'/ li.40°._ 'Type of Inspection: /= /2/7i1///V6 Address: / / j O ,. 7761 f1FAi/rl )/ Date Called: Special Instructions: /A-c/1C S Date Wanted: a.m. 5-/e-6 7 Requester: Phone No: --a,5 .3 -6D5-6)57Z Approved per applicable codes. E Corrections required prior to approval. COMMENTS: P 7A ________,_ _ ,,,,,,,, / cpIe G 4 $'� [-G/ /L,, -.C.,‘ r f- '4.--) ''TL P.c-TPv, O3''." rGrs-!i 19 Z --6 to v -e' y i,1 fir-' /'20 t f red Gry J .. A Inspector: Date: 0 $58.00 RE1N5PECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date; INSPECTION RECORD Retain a copy with permit )06X49 INSPECTIf N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT NO. \)k_ rProject:Type '��////�AJ//t f/sl /C of Inspe, ion: / //tine//!i lc_> w Address:_ t /7/S0„Sef>///41e-st e—'9 (f Date Called: /'((2(i % c4/ 7- Special Instructions: 41/6/S '' Date Wanted: / 3 _ d -7 /a.rrr �-� rrt' Requester: /7 9p/,dire Phone No: IApproved per applicable codes. Corrections required prior to approval. OMMENTS: , ) 7G(1' /'((2(i % c4/ 7- ! /)//41V i/4v A);;Dic _ '' ('‘ )17. Mt. -5- /7 9p/,dire (inspect Date: — r $ '..00 REINSPECTION E REQUIRED. Prior to inspection. fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 7_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 P- 6)// ,' ./ 5- 2/A//' -Type of Inspection: 4.),q//- .BITS • Address:Date / 7/ , -S'S // 5 7 A. r /'x/ Called: Special Instructions: Date Wanted:_ 45 a 7 a.m. Requester: L Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,s_7) /E/01 i,i/ i/7 / / - Z(."1/7 )f //I //'.J it/ -- 1/4 -)4 ✓ lnspecto Date: -- CA REINSPECTIONiE REQUIRED. Prior to inspection. fee must be at 6300 Southcenter tvd., Suite 100. Call the schedule reinspection. Re •"pt No.: 'Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431-36(10 Proieect:,l y %�'r�N1 "r t�rl✓P Type of Inspection: Ct /✓ /� �,_v S��/�� 1i� jam/ dress: / 7/ 5'0 5wi/ri-,✓/)e-, Date Called: Special Instructions: Date Wanted: a.m. Requester: P" 5--d�05-C 72_ DApproved per applicable codes. Corrections required prior to approval. / COMMENTS: f/ 0/ /7/, if4A. 4e .9 -- 0-1--1 2 /*1?..' -Date:_� 00 REINSPECTION REQUIRE6. Prior o inspection. fee must be aid at 6300 Southcenter lvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (2.6)431.3670 Pro , J� ,s Type of Inspection: Address: _ Date Called: Special Instructions: Date Wanted: s -/d - G% a. p.m` Requester: _ / 72 2 rt{ r-2, fin. 50 l/ .I---.1/46) 7/fiss -- rtA/AJ'l 4 ,i,/cAke Phone No: _ ,,1, 3-/G_5 ~6 72 Approved per applicable codes. ElCorrections required prior to approval. /7 COMMENTS: ,Q 4 =2J /lois, 76r Gill, y,isLS: `,(, K71r?,.1, { .217 r- /7 ( 7// 1,vSI,/. !/4 )< ✓" .,4i✓•*� ,/i2/2. /3 / :'I , 471H; .I---.1/46) 7/fiss -- rtA/AJ'l 4 ,i,/cAke tnspe or: Date: ©- / X8.00 REINSPECTION FEE EQUIRE11. Prior to inspection, fee must be aid at 6300 Southcenter B d.. Suite 1100. Call the schedule reinspection. 'Receipt No.: Date: INSPECTION . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERI 06)431-3670 Project: 0/71444 r r 4/7 Type of Inspection: 41J,1 /7 _Z-A.S. Address: / -77.5-° SCP/ rest,,kr "y Date Called: Special instructions: �!O /7 l5 di,/ % Date Wanted: a.m. Requester: / ,--r i. --y P1 ne No: 253 T 4/US - 6-5- 77 Approved per applicable codes. U Corrections required prior to approval. COMMENTS: 7 . inspecto Date: r�1 REINSPECTION FEE REQU$ Prior to inspection, fee must be T. at 6300 Southcenter Blvd., Sti 100. Call the schedule reinspection. R ceipt No.: rate: INSPEC7JON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1'00, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431- 7 Pr 'ect: ( rk<1 •e'" A -A' tr Typeof In tion: V Address: _ ttete„Date a.Ict ...ebt04/e Called: Special instructions: Date Wanted: --3 - o _'1 `'' . p.m. Requester: P�eS�.3-Yas -as 7? DApproved per applicable codes. COMMENTS: A C Insp Corrections required prior to approval. It,tYS543 u A4`G`vf, AI 8.00 REINSPECTION F REQUIRED. Prior to inspection, fee ust be paid at 6300 Southcenter 8 d., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 06)431-3610 Project: Y ` 1) Type of inspecti n: Address: /7/ So S( p Date Calle J Special Instructions: upate Wanted: (a.tn� % p.m. < Requester: r Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: p".4... h. \c iJ ite Inspector: A 'Date: .310-7 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: iNSPEfCTION NO. CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, Wgr9$�188 206)431- 0 Pra3ect:-H L S Type ltispecte: Addres : /7)50 ��c `- Date Called: Special Instructions: , /4," Date Wanted: �-�7 .m p.m. Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. ri-or el e F �1Date:Ej $58.00 REINSPEC]1DN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Inspector 1 Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (2 1 6)431-3 Project: -__../>/-4/1,-"W-11,0",-- /<'p 4 L /S 7,/.4.-2--7,/.4.-2--. Type cif Inspection: ; 40,7/0? / C /j %1-7ts►1,-C// Address: -7/ v 50r11 ,',44"r Date Called: Special Instructions: Date Wanted: 3 ! .5--- —4.7 a.m p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Alittyrig ivf rn /rte & t, .S / / i ✓)24/-1.7 Date Y� $ • 0 REINSPECTION FEE f SQUIRED. Priop�to inspection, fee must be p. ' • at 6300 Southcentevd., Suite 100 Call to sechedule reinspection. Receipt No.: • Date: INSPEION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Ddb-� (206)431-36V0 Project: 5efV // 4(?,d,v i1/ 5 11 4 } -r Type o(Inspection: //`__ S' Pe", Pe r PI/ (7m�/'/er-/1. Address: r 717 7__) v t/4 - fr7 r Date Called: �. Special Instructions: Date Wanted: q.m' 2-47-0-3 u.rrs: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 06)431-3l 7 Project: Sd7/ ?IA r�!/ter ��lrrlr�,,00/frzi/ Type of Inspection: /../0947/1' j/1! Me /` ti7 j 5?..7,7", Address: / 7 / ›-6 57iv//i ,,-,t)7,-/ 00 Date Called: fJ Special Instructions: bate Wanted: 2- z -z -o7 (im,, art' Requester: Phone No: 2d 4 -3o6 -J J- i- Approved per applicable codes. Corrections required prior to approval. 'COMMENTS: F4-- 4--,44. /../0947/1' j/1! Me /` ti7 j 5?..7,7", 7 �,►,S. {, Date: $ .00 REINSPECTION FEREQUJA&D. Prior to inspection, fee must be aid at 6300 Southcenter B((vd., ufte 100. Call to sechedule reinspection. Receipt No.: Date: 7_ tNSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERM! ( 06)431-360 Pr ct: / // (r71///C"P417, 1/A/ -7e Type of inspection: /"�r'i iJ I \ 74.----44,449(t ij,i .or,C rAddr s:U / 7/, Cl Serf/le/,f/00y Date Called: Special Instructions: Date Wanted: a m. Requester: rPhone No: mol--/o—vv(/l Approved per applicable codes. D Corrections required prior to approval. OMMENTS: /7/4 // /e741ea %✓J I f Ss 7> Date: 2- zo-C,7 .00 REINSPECTION FEE REQUIRtD. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE CITY OF•TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6)431-3' Pct: ro547/7/4fie'it) fry ?/.9Ae Type of I pection: ii 42tAS -71. Address: / 7/ v 6mt/fir-A4/e,,, 7°cz Date Called: Special Instructions: Date Wanted:1.tri% 2 2 4 a 7 p.m. Requester: Phone No: ao6—bio-6q6/ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 1 el Date: 2 - f7" 58.00 REINSPECTION FEE $EQUIRED, rior to, inspection, fee must be paid at 6300 Southcenter Bl d., Suite . Call to sechedule reinspection. Receipt No.: Date: 1• INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project Type of Inspection: ffFA Addres : I ll D SC . pfw u� Date Called: (XV/ 5/0 7 Special Instructions:} (' �►rie C1i.IS/\ a-t�eWanted: a.m. 1AI-1/-51 y,'44407 A DTAI-1/-51y 1, Ov fill Requester \J (31') n Ph Phone No: 1./15"-. 5'7/-73 2 0Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7/ ?/J) r Ccak uLli- gxrdt Inspector: Date: (9/d) D $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 pot,-3Yd Project: k (5 Type of Inspection: 5,55. Ad ri !1 P 5c-- PieW/ Date Called: ‘71 67 Special instructions: Date Wanted: G / D a.m. p.m. ltequeiner: i.,.. ( iiitxiA4/.41r rLe Phone No: Approved per applicable codes. fJ Corrections required prior to approval. COMMENTS: G((io% caw'. ce: c (40-t flAJA, 1.1 �J S N) & We 5ZSLJ . Inspector: Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to secheduie reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING •DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION RECORD RerRetain a copy wirh perms"t 3 PERMIT NO. Project: Y I i S Type of Inspection: 537/e kr"-- Address: Ric -6 516- t��wY Date Called: l 6 6� T Special Instructio s: _13ik. fry et -b -s -r -lid Date Wanted: a.m. Re C! t 70/es Phone No: (z&) Ila-oy6 / Approved per applicable codes. 50 ❑ Corrections required prior to approval. COMM EMTS: ? ( U I COI&, � &4 IV 5 p oc: Inspector: 6,d1 Date: y cia/Q^ 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)43 1 -3670 Project-} Type of Inspection: Ad ss "6i Date Called: 1/2-* 7 'Special instructions:Date la,' —i rIls yl 1 Wanted: 1. a.m. p.m. Reques ` utm 1 LU Phone No: ,.,,, ❑ Approved per applicable codes. LJCorrections required prior to approval. COMMENTS: 2N4 0,5 ��i� l' -j4,.4 (>i 5(. �c Ste' 1 C Inspector: Date: 6-7 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ktP) INSPECTION RECORD Retain a copy with permit INSSECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1)615 -35 PERMIT NO. (206)430670 Project: , /rah t Type of Inspection: Address: i7 SC PI Date Called: Z/27/U? Special instructions:` P„ y`{j"1v d p (-Pit. r Date Wanted:���a 71 a.m. p.m. Requester:, ,•/ 5 a (40S(,0 91f i zea. o4 42)91f Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: lA -47 441 151 - « Tom' 5(_(-1_� ��' QC i \Af wevr.� .t Imo. + uL VaAt%� P f U u9 7 -i-40 hz Vl ' Com, k 1 Inspector: Date: iWL7 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -388 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Project: }(0 a Ls y Hrs.: j Type of Inspection: Address: it Iso Suite #: 54T Icy Contact Person: ,,,,, eAr,,ra ALL_ Special Instructions: Hood & Duct: 1--i Monitor: CtlEc�e . Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: y Hrs.: j Sprinklers: '9 Fire Alarm: y Hood & Duct: 1--i Monitor: CtlEc�e . <tc�e,v-1 Pre -Fire: �cw 12)166 Permits: - ` (860) - `' q 3 Occupancy Type: tv\ Inspector: C J s 12 Date: g 1 z G/ 03 Hrs.: j /a $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 10 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit f .Doc- 38`e 07- s PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: kph L +3 Type of Inspection: / 5Fr, .'1 ie- Jr-._ "..- ) Address: )7/ CO 5. C. FsCiti.r. Suite #:;y, Contact Person: "1444 )9L Special Instructions: Phone No.: ZaL - tic?_ 37 - [proved per applicable codes. Corrections required prior to approval. COMMENTS: S p -� 1 �-Q. r ,, :� �, f '75)1 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5() 51 5 Date: 51 2 / /4..7 Hrs.: Z_.- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: ,(o,, ,s -VI—Approved Sprinklers: Type of Inspection::��j in e74 Lr /4 L; til 4;14-z--- ;14-ziAddress: Address:/?/ 6-0 Suite #: <,<( Contact Person. v-/-in.gi,v0-4-1.4_ Special Instructions: Occupancy Type: Phone No.: zdb - 5/0 - s9-es-- 9-S$ Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Cmc LT — 4/6 U / Fr -Aro — a/� ./ Monitor: Pre -Fire: /n c cH t-iNAL. - am. (ii k r- 4i4n4, /,Gti, Y.N/vy J Occupancy Type: _ P -c wed ez,7 tPi;=) .- t-. [ # Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5.1,0/5/2. Date: V2 / /b 9 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit`•., ODG- 3VY D7 -r -J31 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: k o NL Sprinklers: Fire Alarm: Type of Inspection: i Address: 17ZOO 5-U..41-1 Suite #: =.mac.. ,6 '4-' Contact Person: 3'14"4,414.44) t Special Instructions:' Phone No.: .2.04- • c1a— 37er L'pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i4-7,.4, 0- rR. 4 70,4,5 P lC . .Sia,b s vk ew64 1.rI-lc•.rz7—/...,.. — .. � .t..__. Flea w-5 it -4.J I - - cry. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5c,,) 5-4.5' Date: ,j6/cd-7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the ity of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 CO INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit OdG - 38r Q7- F- 13 k PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila. Wa. 98188 206-575-4407 Project: l eph i s Sprinklers: Type of Inspection: P:'r� 4/.4.04,--, F-,,,,,1 Address: / 720e, Suite #: S,_ 44.441t,r14.,,, Ali.„.i Contact Person: !a✓a y /3orft,.i Special Instructions: 2) 74rfryfo-*r5 PA' - r7-rf..1,S !� -sC- Phone No.: Approved per applicable codes. [rrections required prior to approval. COMMENTS: Sprinklers: �'" /.) ST' b /v,,5.7i t . )4,c,-,-1-1 ,. Hood & Duct: / / Monitor: Pre -Fire: 2) 74rfryfo-*r5 PA' - r7-rf..1,S !� -sC- -fes �, raz, r 4 Jek'f 3 5 -C-U 145-e /5 . 9 AM, Pr ..4 s -4-,. iVrI e s1', 'n 4 A: ,-, y j <) /d42 3r /a.„,,s 4-.� /,A,� t�,.sJ �uu, Needs Shift Inspection: Sprinklers: �'" Fire Alarm: Hood & Duct: / / Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �� f , j �'" Date: %Z)v� Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 t. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bOQ - 3S 69-5-091 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Komz, Type of Inspection: ,cart,Ari Address: Suite #: Contact Person:z . ..20-#),./ - a5-647 Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS:�• Sprinklers: Fire Alarm: Hood & Duct: Monitor: Marto /sr . / . Occupancy Type: ,57.,--zry ps, #4(25- E Ni) — 2 for @ tg.oc • d Ic. 'ice Cd u tom-- J sr 'N t�- � -- (, �11-- 5 - -Z --- " e ---r - /,4ag a 7711,-N( -r9' -2,.L Oi ,p --- oe --t J 6'L ' iz2dS_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 44A) J ,7_ Date: 6 /z. ---/k7 Hrs.: 2_ U ' $80.00 REINSPECTION FEE REQUIRED. You will receive ain invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form. Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit TOC, - 3 `Oa eg-S - 09/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila. Wa. 98188 206-575-4407 Project: A/00,--4,4 f 7riGoL5 ` feU[164 6 v- (/ -) V Type of Inspection: Spk /Iv !Lt kiL ✓, Address: / t 0 Suite #:-...--.1". s t . f2, Contact P rson: /i ii - (.0 C_ -D Special Instructions: Phone No.: Lf l {7 ! - 1;Z7, riApproved per applicable codes. corrections required prior to approval. COMMENTS: f 7riGoL5 ` feU[164 6 v- (/ -) V P -.. //‘-fIE r f / (/zz ( / r7 Monitor: i C`o i' Permits: Occupancy Type: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ( l /2_ Date: 6/go /0 ? Hrs.: / 0 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 16 H L.,s Sprinklers: Fire Alarm: Type of Inspection: 1-1#J€ z Lr7, Address' 111:21i555 .5,0 v- , 'Suite #: ///57) ,,, � ,31_ Contact Person: </o ri Al — (0 5C 0 ;Special Instructions: — Phone No.: proved per applicable codes. nCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: L ..: , � — IL / 6 -- - ....11-1--C ,L E N dOoonl x/7`72 0k --ib 1-- L/b A/O /t3 'LID �n4 2ov./t-t-'z oe. 3 r . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:L,,v 1r i7 Date: 6/6A 7 Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/1166 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -poi,-3,08 7-- ; - vii/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Project: 41/1-s Sprinklers: Type of Inspection: Sioe IP izt-Pa-- Address: /? 20o Suite #: 6-. e . iy ContPerson: .a a1q ,J Special Instructions: Phone No.: nApproved per applicable codes. E] Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: //Mk° J /2 Nv 6- /lt._2n- - o K oi/ `7a 0,0 ✓t?2 Z Na k-2_, /ht 2a T7 y (- 2/5 � //OS i -N 6 e 2 15 G J. i (2 J Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,Th Date: £/2 y /1)7 Hrs.: 2 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -00(0 -36 09-5 - o1/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206-575-4407 Project: koph_ 5 Type of Inspection: ,Saiz . r -{e Address: /7-40 -z z S C kK Suite #: 191 SU pf , 13 4,,, 2E6 Contact Person: ,v Special Instructions: Phone No.: 92 — i— J3Zz- f?- approved per applicable codes. corrections required prior to approval. oe .61 COMMENTS: - . 0—' Fire Alarm: Hood & Duct: '//11D2.o — _,/ie- &-I Zz0 Q »4 --/vs —'JOl/zz 2 ho z Permits: -- S - Stu-. 5--Mit-r- .z. --z..5---- -4•-"---i, D g_o -- •L l5 M (C., o IL / 00,2d2 . (C o ixa u-z.rpOi l} u 1 wat4 f k/t of o lit/ E/f0 64' LI " Al i 1PI5 / . -- Ybiz 0 r0 2 �RG-E 5 h.a o 4 0 4_ 'll(L -1iti&g7 ON 2' d L //r alb . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 /s, 2, Date: S72z /o? Hrs.: N /� Lil$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from / the City of Tukwila Finance Department. Cali to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 hayremcelroy & associates, ttc July 11, 2007 HMA Project No.: 07-056-2 Mr. Bart Larsen Strata, Inc. 8653 West Hackamore Drive Boise, Idaho 83709 Subject: End of Construction Letter Report Special Inspections and Materials Testing New Kohls Tukwila, Store No. 11125 17220 South Center Parkway Tukwila, W on Building Permit Dear Mr. Larsen: This letter certifies that Hayre McElroy & Associates, LLC (HMA) performed materials testing and special inspections of the following items, with exceptions as may be noted: 2757 NE 152nd Place Redmond, WA 98052 p (425)869-6750 f (425)869-6761 • Soil bearing and compaction • Structural Fill Compaction Reinforced Concrete Inspection and Testing Structural Masonry Anchor Bolt Installation Inspection • Epoxy Dowel Installation inspection • Structural Steel and Welding • High Strength Bolting RECEIVED SEP 2 6 2007 PERMIT CENTER Ail inspections and tests performed were reported according to the requirements and, to the best of our knowledge, the work was in general conformance with the approved plans, specifications, applicable Building Code, and engineer's written and/or verbal instructions. Please call the undersigned at (425) 869-6750 if you have any questions or concerns. Sincerely, Hayre McElroy & Associates, LLC Jim cElroy, E Principal Copyright 2007 Hayre McElroy & Associates, LLC ifta folk .Gee H.ayre, C.B.O. Principal EXPIRES GEOTECH CONSULTANTS, INC. Wig Properties 4811 —134th Place Southeast Bellevue, Washington 98006 Attention: M.K. Wig 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 Kohl's Department Stores, Inc. N56 W17000 Ridgewood Drive Menomonee Falls, Wisconsin 53051 Attention: Joseph E. Janusz Subject: Geotechnical Observations and Testing During Building Pad Preparation Kohl's Department Store 17200 Southcenter Parkway Tukwila, Washington January 24;2007 JN 04318-1 RECEIVED CITY OF Ti1KWRA FEB 0 6 200T PERMIT CENTER Dear Mr. Wig and Mr. Janusz: via email This letter presents a summary of the geotechnical observations and testing that our firm completed during the construction of the structural fill building pad and the preload for the new Kohl's Southcenter building. During our first visits, we observed the grade within the building pad envelope being cut to 4 feet below the finish floor slab elevation. This was conducted in order to ensure that there will be a minimum 42 -inch -thick compacted structural fill beneath the planned bottom elevation of the floor slab. The soil exposed at the base of the excavation was the existing compacted silty sand fill. This soil was redensified with a vibratory roller before placement of the new structural fill pad began. Five preload settlement monitoring plates were set on the recompacted existing fill, and were subsequently buried within the new building pad fill and the preload fill. The structural fill for the building pad was laid in maximum one -foot lifts and compacted with vibratory rollers. This structural fill consisted of gravelly sand and silty sand that was excavated from the original building pad that supported the old JC Penney warehouse building. Our personnel were onsite full-time during the structural fill placement and compaction. During this process, we observed the removal of any large metal debris or oversize particles, and conducted frequent density tests on each lift of fill. The earthwork contractor was diligent about making repeated passes with the compactor on each lift of fill. Based on our density tests, each lift of fill was compacted to at least 95 percent of the Modified Proctor (ASTM Test D-1557) maximum dry density, as we had recommended in our June 20, 2006 Geotechnical Engineering Study and is required by the Kohl's Site Design Criteria. Where density tests initially showed compaction of less than 95 percent, either that lift of fill was rerolled, or was moisture conditioned and rerolled, until the specified minimum compaction was achieved. Following completion of the compacted structural fill building pad, on-site soil was moved onto the pad and compacted for the recommended preload. This preload fill extended to approximately 5 feet above the structural fill pad. The project surveyor (Bush Roed & Hitchings) conducted frequent elevation readings on the settlement monitoring plates, and provided the entire project team with the results so that the settlement of the preload could be tracked. This building pad preparation and GEOTECH CONSULTANTS, INC. D000 -3V5 Wig Properties January 24, 2007 JN 04318-1 Page 2 preload placement was summarized in our previous October 5, 2006 letter, a copy of which was sent to both Wig Properties and Kohl's. The five settlement plates were monitored on an approximately twice -weekly schedule since October 4, 2006. The project team was provided with these monitoring results, and we have plotted them on a spreadsheet to follow the progress of the settlement. As expected, the two monitoring plates located on the southern portion of the preload showed little settlement (less than 4/10 of an inch). This is due to the fact that the previously existing fill in this area was already near the proposed building floor elevation, unlike the northern portion of the building pad, where the ground surface elevation was 3 to 4 feet below the planned floor grade. As a result, the soils beneath the north portion of the building have now been subjected to the weight of up to approximately 8 feet of soil. The northern settlement plates have dropped a fairly uniform amount of 1.1 to 1.25 inches. The monitoring results confirmed our initial estimates that the maximum settlement of the preload will be on the order of one to 1.5 inches, and the primary consolidation was complete within 30 to 60 days of preload completion. The settlement under the preload was very uniform in both of the new fill conditions, with none of the settlement plates showing excessive or unusual settlement behavior. The monitoring proved that the preload had completed the desired function of surcharging the building pad to reduce post -construction differential settlement between the north and south portions of the building. In our December 6, 2006 letter, we summarized the preload settlement and provided our professional opinion that the preload fill could be removed. A copy of this letter was sent to both Wig Properties and Kohl's. Wig Properties and Kohl's approved removal of the preload, which began with just the southern edge, where the preload extended onto the pad for Building E and had to be removed for that building's foundation and slab construction. From the July 21, 2006 letter prepared by Kohl's, the building subgrade elevation was set at 10 inches below the finished floor elevation. Following removal of the entire preload in early January 2007, the compacted structural fill for the building pad was exposed. In order to satisfy the requirement in the Kohl's letter for 12 inches of "wet resistant structural fill" beneath the slab areas, the soil removed extended an additional 12 inches to an elevation of 22 inches below the finish floor elevation. At this point, the exposed structural fill soils were recompacted, and density tests were taken on an approximate 50 -foot grid through the building footprint. Each of these tests confirmed that the structural fill had been compacted to a relative density of at least 95 percent. We have attached a plan showing the compaction test locations, and a table summarizing the compaction test results. After verifying that the structural fill pad was acceptably compacted, a 12 -inch layer of crushed concrete and crushed stone was laid over the subgrade soils to provide the "wet resistant structural fill'. This 12 inches of open -graded, coarse-grained materia! has a maximum particle size of less than 3 inches, as required by the July 21, 2006 Kohl's letter. The 12 inches of crushed concrete/stone was subsequently compacted with a vibratory roller. It is not possible, or necessary, to conduct density tests on this coarse-grained material, but our observations confirm that it was compacted to a dense, non -yielding condition. Based on our observations, and density tests, the building pad was prepared in conformance with our recommendations and our understanding of the agreement between Wig Properties and Kohl's Department Stores. The allowable bearing foundation pressure and expected settlement are presented in our June 20, 2006 Geotechnical Engineering Study. Attached to this letter is the Pad Certification Form required by the Kohl's Site Design Criteria. GEOTECH CONSULTANTS, INC. Wag Properties January 24, 2007 JN 04318-1 Page 3 If there are any questions regarding this information, or if we can be of further service, please contact us. Attachments: 1. Pad Certification Form 2. Compaction Test Locations 3. Compaction Test Results cc: Bush Rood & Hitchings Jay Decker via email Ron Goldy via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. PIAES _ 10125147 Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. Wig Properties January 24, 2007 Building Pad Certification Form Part 1 of 2 Project Name: Kohl's Southcenter Store 17200 Southcenter Parkway. Tukwila, WA Developer Wig Properties Contractor Mike WeflenlMerlino Construction Geotechnical: The undersigned hereby certifies to Kohl's that: JN 04318-1 Page 4 1. All earthwork preparation for the Kohl's building pad was completed in compliance with the geotechnical investigation report prepared by Geotech Consultants, Inc. dated June 20, 2006 and supplemented by letters dated July 10, 2006, October 5, 2006, and December 6, 2006, and with Kohl's Site Design Criteria and their July 21, 2006 letter. 2. Preparation of the pad was monitored and tested at intervals appropriate to the site conditions by me or under my direct supervision. A compilation of the test data and density test locations is attached. 3. No overexcavation below the footing grade should be required. Once the footings are excavated, the base of the foundation excavations must be recompacted to at least 95 percent of the maximum Modified Proctor (ASTM D-1557) dry density. Company: Geotech Consultants, Inc. By: Marc R. McGinnis, P.E. Date: January 24. 2007 Registration No.: 27845 (State of Wash.). (not valid unless sealed) Z007 GEOTECH CONSULTANTS, INC. Wig Properties January 24, 2007 Compaction Test Locations Kohl's Southcenter Store 17200 Southcenter Parkway Tukwila, Washington JN 04318-1 Page 5 North 1 OEOTECH CONSULTANTS, INC. Wig Properties January 24, 2007 Compaction Test Results Kohl's Southcenter Store 17200 Southcenter Parkway Tukwila, Washington JN 04318-1 Page 6 Test Number Moisture Content (Per- cent of dry weight) Dry Density (Pounds per cubic foot) . Maximum Dry Density (Pounds per cubic foot) Compaction Percentage 95.0 1 11.1 125.4 132 2 10.8 125.8 . 132 95.3 3 10.5 126.9 132 96.1 4 11.0 126.3 132 95.7 5 113 125.7 132 95.2 6 ' 12.0 115.3 120 96.1 7 10.2 128.2 132 97.1 8 10.1 127.6 132 96.7 9 10.8 127.5 132 96.6 10 10.9 125.9 132 95.4 11 11.2 125.4 132 95.0 12 12.1 117.4 120 97.8 13 11.4 125.5 132 95.1 14 11.5 126.6 132 95.9 15 10.7 126.7 132 96.0 16 10.9 125.8 132 95.3 17 10.6 127.0 132 96.2 18 11.8 118.0 120 98.3 19 9.7 129.5 132 98.1 20 12.0 125.7 132 95.2 2I 10.1 128.6 132 97.4 22 10.3 126.7 132 96.0 23 10.8 126.9 132 96.1 24 11.2 v 125.4 132 95.0 25 9.7 128.3 132 97.2 26 9.6 130.4 132 98.8 27 9.9 126.9 132 96.1 28 11.1 125.7 132 95.2 29 10.9 126.6 132 95.9 30 10.7 126.5 132 95.8 31 10.5 127.8 132 96.8 32 10.4 127.1 132 96.3 33 11.3 125.5 132 95.1 34 9.6 129.6 132 98.2 35 9.7 128.5 132 97.3 36 10.0 128.5 132 97.4 GEOTECH CONSULTANTS, INC. ..se••.. ••••••.. .••••+.• 4 •IF•• casco Fire Protection Ddoe-;23* 15000 Woodinville -Redmond RD NE B800 Woodinville, Wa. 98072 Ph: (425) 827 9654 Fax: (425) 827 7474 State License No. COSCOFP110NM RECEIVED FEB 2 2 2007 TUKWILA PUBLIC WORKS To: GREG VILLANUEVA From: Martin Traicoff Co: Pages: 4 including cover Fax: 206-431-3665 Date: 2/22/2007 Phone: 206-531-6321 CC: [Click here and type name] Re:Fire Ris r KOH Tukwila ❑ Urgent ❑ For Review 0 Please Comment 0 Please Reply ❑ Per Your Request • Comments: Mr. Valanneva Here is our L&I License info, Riser underground section 5 feet out, and Plan location. Thank you, Martin .630° $)t-4 fi /V4 Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries License Information COSCOFP I I ONM COSCO FIRE PROTECTION INC CONSTRUCTION CONTRACTOR § 00 CORPORATION 15000 WOODINVILLE/REDMOND RD \ / B 0CA KING < 98072 $ \ g "1 — ® FIRE PROTECT SYSTEM UNUSED I > / # E > / eq \ COSCOFP I32JA -, -» Licensee Name Licensee Type § IInd. Ins. Account Id Business Type Address 1 Address 2 _ » _• 7 - al 473 N ■ , a. ;§ iii ..1 » " » A V) a ® \g] /£ Expiration Date] Suspend Date Separation Date Parent Company previous License Next License Associated LIcense 1 CONTACT: MR GREG VILLANUEVA 24 HOURS PRIOR TO PROCEEDING WITH WORK PHONE: 206-571-6321 FOR INSPECTION CALL: 206-433-0179 FF 14" SLEEVE CLASS 52 DI %" RODS (2} 8" MJ 90 LEXP1RE5 7;22/ c5,6 - FI #off ABOVE FLOOR ‘46"`+""� THRUST BLOCK *NOTE: COAT ALL RODDING & (9 sq. ft BEARING) ATTACHMENTS WI MASTIC* RISER UNDERGROUND SECTION 5 0 3/" RODS (2) 1/2' = 1-0 Iosco • •• Fire Protection FIRE PROTECTION ANO LIFE SAFETY SPECIALISTS License No: COSCOFP F IOWA WASHINGTON OF"C! 10810 11700 rwce N.E. Kirkland. Washington 99333 call 14251 827-9654 • fax 14151827-7474 www.coscollre.com W.coscotke.com imM ago° • LOIS MGM •.REa1a • UN RANCDCO . i,CRMIBAO. 00/11,41.1&1rif • 41104011hCF PROJECT: KOHL'S TUKWILA 17200 SOUTH CENTER PARKWAY TUKWILA CONTRACT WITH: BAYLAY CONSTRUCTION DRAWING 188E UNDERGROUND DETAIL 2/20/07 SCAL!: I/2"= 1-0 DRAWN BY : IJDATE JOB NO. WC -1013 SHEET NO. w 1 of 1 !//p\ hayremce troy RECEIVED AUG 0 3 NV COMMUNITY DEVEI-0PDIENT , SPECIAL INSPECTION DAILY REPORT Gillian Gilvary Project Information Contract Information Date: 07/05/07 Permit No: D06-388 Acknowledged By Signature Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.07.05GG Date Reviewed: 7/13/07 Project Location: 17220 South Center Parkway Mileage: 10 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bailey Calendar Days Remaining: — Work Conditions ' . , : . - . inspection Type (s)1 Coverage Temperature 65 ° F Documents Referenced: Approved Plans Weather Sunny Site Condition Dry Site Equipment: . , , 0 Structural Masonryo , a Structural Steel/Welding ' - , 4 FOUndatlorilSolls , © Light Gauge Framing - 0 Lateral Wood Framing : Batch Plant u Reinforced Concrete - a Shotcrete - o Post -Tensioned Concrete o Fire-Prciofing Location and Description of Inspection' , )... ' '! -'f - ' -',',-,' ,;,:',. ''*1,-,''::'.,,! --';:, •,;;-- !!.,'..; '-- Arrive on site as requested by Jim to perform inspection of sidewalk sub -base prior to paving. Penetration was found to be 1 to 3 inches when probed using a standard 1A -inch diameter T -probe indicating a firm condition. The sidewalk subgrade is acceptable for concrete placement. Items 'requiring correction - .- :: : None HMA Inspector Print Name Gillian Gilvary HMA Representative Signature Project Hours Start: 7:00 a.m. Finish: 11:00 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10101/06 hayremcetroy necsiveD JUL I 6 2007 wegigitiry 1 SPECIAL INSPECTION DAILY REPORT , Project Information Contract Information Date: June 11, 2007 Permit No: D06-388 -Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: G. Hayre 13FR No: 07.06.11JM Date Reviewed: 6/1 1 /07 Project Location: 17220 South Center Parkway Mileage: 0 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bailey Calendar Days Remaining: -- .Work Conditions ' , , 'inspection Type (s) / Coverage Temperature — Documents Referenced: Approved Plans: — Weather — Site Condition 1 — Site Equipment: - 1 cr Structural Masonry • / Stnictural Steel/Welding - _ , :. ' . ; °T.1 :Foundation/Soils - • , 1 :-.,' :.' - , ci Light Gauge Framing ;, .,, :,: - I CI Lateral Wood Framing , :" ' , ' ' riT Batch Plant i Reinforced Concrete ' .:16 ''Shotcrete :: ''' . 2 ' ' "::: • Z: - , ti Post -Tensioned con**, : n : Fire -Proofing LocatIOn and Description of inspection Reviewed field and laboratory data for final letter submission. Drafted letter and submitted to agencies and owner representatives. Items requiring correction None HMA Inspector Print Name Jim McElroy HMA Representative Signature Project Noma Start: 08:30 Finish: 11:30 : Acknowledged By Signature Page 1 of 1 F DFP. 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila May 3, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Mezzanine deck Cast By: R Beckett Sampled At. (yd3): 76.00 of 80 Time Batched: Time Sampled 6:10 7:20 r HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayremce1ri�c E IVSD JUL s 2007 07-056-1 CDM avFLO D06-388 Bayley Stoneway 20' S of N wall 458374 11.00 4 4x8 cyrlinders yd3 Concrete: Q Grout: 0 700NGRETE'(hli't'}RiIrIATli'3111: ,-,. Slump 6 inches Concrete Temp 62 deg. F Cement Content 5.5 sacks Max. Aggregate 3/8 Inch 'Air Content N/A % Unit Weight N/A Ibs/ft3 Ticket No. 802556 Truck No. 455 Other Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other: 0 1 CH SEI Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 DARASET Other 5740 lbs. 17440 lbs. 18160 lbs. 880 lbs. 2552 lbs. 132 oz. 264 ozJ 850 oz./ 4n .44.007 1 Authorized 6y: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS AREAbelow (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURENo. °r ticwilL ' A 6531 7 5/10/07 X4.00 51830 12.56 4130 2 1,- *B B 6531 28 5/31/07*4.00 80860 12.56 6440 2 C 6531 28 5/31107 r - 4.00 82740 12.56 6590 2 D 6531 H Hold 4 Average PSI at 28 days 6515 Remarks: Date Received In Lab: 514/07 Compressive Strength 04/01/06 revised 10101/06 Tatted By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: April 19, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley COPRESSIVE STRENGTH hayremcelroy DATA REPORT =;i : [ I f SPECIFIED STRENGTH: 4000 psi at '8 days SUPPLIER: Stoneway Pour Location: Cement Concrete P in. GRID/ELEV: Cast By: Sean Flint ; Mix No: Sampled At. (yd3): 81.00 of 98 i Load Size: Time Batched: Time Sampled 8:10 9:00 Samples. Cast Loading Dock 450173 10.00 4 4x8 yd3 ATERIAL;.TESTEl]: _; ` 3,.. Concrete: Grout: 1 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 3 3/4 inches 66 deg. 4. 5 sacks 3/4 inch 5.2 Ibs/ft 796202 426 54 deg. Water Added On Site: O g/y3 OTHER: Set 313 Stoneway QC added 1/41gallon ADVA Masonry: Other: BATCL 111f_EIGHTS �' �_ Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 474 lbs. 1295 : lbs. 1948 : Ibs. 84 : lbs. 196 i lbs. Daravai 2 : oz. WRDA-64 27.6 : oz. oz./ Authorized By: COMPRESSIVE ST NGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE TE 1= ST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESS1V STRENGTH' (psi) # TYPE OF FRACTURE (raga ma Uahengfh beJowepedRcenon) A 6463 7 46/07 4.00 49600 12.563950 2 B 6463 28 317/07 4.00 78930 12.56 6280 4. 2 L D 6463 H 1 fold r 4 IAverage PSI at 28 days 6275 Remarks: Date Received In Lab: 4/20/07 Compressive Strength D4101106 revised 10/01106 TeSted By: GW Reviewed By: • 414 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTFFECEIVED hayremcelroy DATA REPORT JUL 16 2007 COMMUNITY DEVELOPMENT PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: May 3, 2007,E BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc Nb7004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Mezzanine deck GRID/ELEV: 20' S of N wall Cast By: R Beckett Mix No: Sampled At. (yd3): 22.00 of 80 Load Size: Time Batched: Time Sampled 4:22 4:56 Samples. Cast 458374 11.00 4 4x8 cylinders yd3 Concrete: El Grout: JN CRE`1'E:.1NFoRI ATIMC. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 inches 63 Tdeg. F 5.5 sacks 3/8 J. inch NIA " % N/A i Ibs/ft3 802540 455 Water Added On Site: OTHER: 0 g ly3 Masonry: 0 Other Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 DARASET Other 5730 lbs. 17480 lbs. 18160 lbs. 860 lbs. 2556 lbs. 132 oz./ 264 oz./ 850 oz.I Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH Mpg lir TYPE OF FRACTURE (required;,strength bebw specification) A 6530 7 " 5/10/07 4.00 49630 12.56 3950 2 1 B 6530 28 5/31/07 4.00 77800 12.56 6190 2 C 6530 28 5/31/07 4.00 75640 12.56 6020 2 D 6530 H Hold _ Average PSI at 28 days 6105 Remarks: Date Received In Lab: 514107° Tested By: GW Reviewed13y: Compressive Strength 04101)08 revised 10/01/06 hayreimcte roy ;L: li L' COMMUNITY �OFMENT CONSTRUCTION COMPLIANCE DAILY FIELD REPORT'.::' Project Information Contract Information Date: 5-08-2007 Solicitation No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.08JP Date Reviewed: 5/14/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 168 Client : Strata, N07004A Per Diem Days: 0 Contractor: BAYLEY CONSTUCTION Calendar Days Remaining: — Work Conditions -, Inspection Type lsl F Coverage Temperature 62 F Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather SUNNY Site Condition DRY D . Structural Masonry' o Structural Steel/Welding o Foundation/Soils o Pin Piling o Lateral Wood Framing f;_.: - D Batch Plant ci . Reinforced Concrete . a Shotcrete , . ;-. a Post -Tensioned Concrete n Fire -Proofing . - - Location and Description of Inspection.. - ._.. .- .._` ; 't= On site at Kohl's in Tukwila, WA for final visual inspection of structural steel and welding. Performed final visual inspection of structural steel framing, including field welded and high strength bolted connections at interior of structure and on entry canopies. To the best of my knowledge, the connections noted above are substantial compliance with the approved drawings and with the governing codes and standards referenced therein. OK to cover. !WA `Inspector: Print Name: ` Justin Pope HMA Representative: Signature s - -Project Hours: " Start: 06:00 r Finish: 15:30 :. Acknowledged By Signature 1 hays e�mlctetroy CONSTRUCTION COMPLIANCE DAILY FIELD REPORT6= Protect Information Contract Information Date: 5-07-2007 Solicitation No: D06-388 Project Name: KOHLS #11125-TUKWTLA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.07CH Date Reviewed: 5/14/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor. BAYLEY CONSTUCTION Calendar Days Remaining: — Work Conditions Inspection Type (s) f Coverage ` : = , . Temperature 62 F Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather SUNNY Site Condition DRY o Structural Masonry 13 Structural SteellWelding '' : .. . , O FoundationlSoils 0 `.Pin Piling ci Lateral Wood Framing , Batch Plant . o Reinforced Concrete ° Shotcrete °© ., Post -Tensioned Concrete v = Flre-Proofing . .....:: Location and Description of Inspection On site at Kohl' in Tukwila, WA for visual inspection of field welded connections as required by approved plans and specifications. Performed visual inspection of in -progress field welding at entry canopies and curtain wall connections. The welding referenced above is in substantial compliance with approved details for size and length and meets or exceeds AWS D1.1 requirements for quality. HMA ipspectoi: Print Narne Clete Henke 'LIMA Representative: Signature /J I& AC :Project Hours : - " Start 07:30 Finish: 13:45 .Ackpowledged, By, Signature' 1 h gyre 5m,c�e . ray rth O ..us� Ley „SpiVirtou miry L'cvELOPrie,IT ... CONSTRUCTION COMPLIANCE DAILY FIELD REPORT Clete Henke Project Information Contract Information Date: 5-04-2007 Solicitation No: D06-388 Acknowiedged By ;Signature Project Name: KOHLS #11125-TUKWILA Contract Duration: — Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.04CH Date Reviewed: 5/14/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor BAYLEY CONSTUCTION Calendar Days Remaining: -- Work Conditions Inspection Type (s) 1 Coverage Temperature 62 F Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather SUNNY Site Condition DRY o Structural Masonry 1 Structural Steel/Welding .,.. . _ � . o Foundation/Soils 0 Pin Piling o Lateral Wood Framing v Batch Plant . o ;Reinforced Concrete 17 Shotcrete v , Post -Tensioned Concrete t7 Fire -Proofing . ,.. Location and Description of inspections - .� ...... . �. On site at Kohl' in Tukwila, WA for visual inspection of field welded connections as required by approved plans and specifications. Performed visual inspection of in -progress field welding at bottom chord bridging connections and uplift brace to girder connections. The welding referenced above is in substantial compliance with approved details for size and length and meets or exceeds AWS D1.1 requirements for quality. ;,HMA lnspectori`;PriniName Clete Henke -HMA" Representative: Signature . . LProjectHours Arrived: 07:00 1 Departed: 12:00 Acknowiedged By ;Signature 1 hayremcelroy RECEIVED J101c_ COMMUNITY . , 'CONSTRUCTION COMPLIANCE DAILY FIELD REPORT ' Project information Contract Information - Date: 5-04-2007 Solicitation No: 1)06-388 :Acknowledged By signature Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DER No: 07.05.04GW Date Reviewed: 5/11/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: BAYLEY CONSTUCTION Calendar Days Remaining: -- Work Conditions = _ inspection Type (s)4 Coverage .... .. <::== Temperature — Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather -- Site Condition — 0 Structural Masonry . - © Structural Steel/Welding . o FoundationlSoils 0 Pin Piling � � � � � � ::. � ;: � �: ; . ` 0 Lateral Wood Framing o Batch Plant 1 -_ Reinforced Gonerete"' o Shotcrete � o Post -Tensioned Concrete o Fire -Proofing :.. _. - Location and Description of Inspection pection ._ " _ _ 0 Arrived on site for sample pick up for compressive test samples cast on 05/03/07. Transported test specimens to Redmond lab where they were stripped, logged and prepared for moist curing. HMAlnspecior~ PiintNarne' . .. ' Malgorzata Wlliams ,HMA Representative: Signature .. - Project Hours`° :_ :� :, .. Start: 12:00 P.M. I Finish: 3:00 P.M. :Acknowledged By signature 1 P11AENT hayremceroy &SS's 3ilafk r, Uc RECEIVED 'IMLIM 0A'1 1 CDMMUNiTY DEVELOPMT SPECIAL INSPECTION DAILY REPORT Project information Contract Information Date: May 03, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: — Project No: 07-056-I Reviewed by: J. McElroy DFR No: 07.05.03RB Date Reviewed: 5/22/07 Project Location: 17220 South Center Parkway Mileage: 162 Client : Strata, N07004A Per Diem Days: 0 Contractor. Bailey Calendar Days Remaining: -- Work Conditions _ , .. inspection Type js)1 Coverage Temperature Documents Referenced: Approved Plans: Weather Site Condition Site Equipment: o . Structural Masonry o Structural Steel/Welding ." ai PoundationlSolls - Q Llght GaugeFraming e_ D Lateral Wood Framing _ , .: , ❑ Hatch Plant °.:e_,,`. . ✓ Reinforced Concrete' ,x ' o Shotcrete Post -Tensioned Concrete : e n Fire -Proofing :: Location and Description of Inspections_ HMA representative on site to perform inspection and to sample fresh concrete. Steel inspected per approved pians for mezzanine deck Observed 80 cubic yards of Stoneway mix #458374 placed for slab on metal deck. Slump adjusted on site by Stoneway QC using ADVA. 2 Samples of fresh concrete obtained and all applicable tests were run. Two sets of four 4° x 8" cylinders were cast. To the best of my knowledge, workmanship and materials are in conformance with project plans and specifications. Items requiring correction . None HMA inspector Print Name Ron Beckett HMA Representative Signature Project Hours Start Time: 05:30 Finish Time: 15:00 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10(01/06 hayresmcetr©y RECEIVE -''`.1 01 L._. COMMUNiiy DEVELOP r CONSTRICTION COMPLIANCE DAILY FIELD REPORT Project Information Contract Information Date: 5-02-2007 Solicitation No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.02CH Date Reviewed: 5/22/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor BAYLEY CONSTUCTION Calendar Days Remaining: -- Work Conditions :.: ' Inspection Type (s) 1 Coverage Temperature 51 F Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather OVERCAST Site Condition WET ❑ ; Structural Masonry o StructuralSteel/Welding e': , =.: o Foundation/Soils o Pin Piling • o Lateral Wood Framing o Batch Plant' 0 Reinforced' Concrete: 0 - .•Shotcrete 0 Post -Tensioned Concrete 0 Fire -Proofing Location and Description of Inspection:=:,;r -< ;- - On site at Kohl's in Tukwila, WA for visual inspection of roof deck fastening as required by project plans and specifications. Visually inspected roof deck at grids A -F/1-10 and canopy deck at grids 4&7/AA-BB for compliance with. Roof Deck Key Plan on S3.1 and entry detail at 3/S3.5. Roof deck was fastened with specified Hilti brand powder actuated nails and was button punched using the appropriate pattern at the locations referenced above in accordance with the referenced details. OK to cover. :` 1MAlnspector: Print Weme" Clete Henke ":.HMA Represent tine: signature /1 tiett,,04.4? t'.P..roject Hours - Start: 08:00 Finish: 13:30 f,' Acknowledged By,;,Signature 1 h gyre m ce l roy RECENED J:! 012 , D COM, iviTy CONSTRUCTION COMPLIANCE DAILY FIELD REPORT ' Project Information Contract Information Date: 5-01-2007 Solicitation No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: — Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.300W Date Reviewed: 5/8/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor. BAYLEY CONSTUCTION Calendar Days Remaining: -- Work Conditions " Inspection Type (s) / Coverage Temperature -- Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather — Site Condition — o Structural Masonry `"in : Structural .Steel/Welding ,�.:::'--' :._; ; ;; . ; " o Foundation/Soils ' ❑ Pin Piling�© o Lateral Wood Framing r, ; °;::.::" ci Batch plant ; X "_ Relriforced Concrete o Shotcrete '.:' Qn Post-Tensioned"Co ,crete. v Fire -Proofing Location and Description of inspection"; �:,',, Arrived on site for sample pick up for compressive test samples cast on 04/27/07. Transported test specimens to Redmond lab where they were stripped, logged and prepared for moist curing. tHMA Inspectors ,.Pant Name "" " Malgorzata Williams HMA Representative: Signature Observation Roars Start: 11:30 P.M. Finish: 2:30 P.M. Acknowledged By Signatui 1 h gyre mc=e l roy RECEIVED <:21 01 ctrl COMMUNITY DEVELOPI ENT SPECIAL INSPECTION DAILY REPORT Protect Information Contract Information Date: 05/01/07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.0150 Date Reviewed: 5/22/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Contract Calendar Days Used: __ Contractor: Bailey Calendar Days Remaining: -- Work Conditions'....::: ;::-'. inspection Type (s) I Coverage: ;;. .., ... Temperature 45° F Documents Referenced: Approved Plans and Specifications Weather Overcast / rain Site Condition Good Site Equipment: o Structural Masonry - o Structural"Steel/We ding -13 Foundation/Solis o Light Gauge Framing , a Lateral Wood Framing o Batch Plant I Reinforced Concrete D Shotcrete '`,. a Post -Tensioned Concrete o Fire -Proofing ._ .. Location and Description of Inspection .::.:..:... .:.. ... .: ::.. ...... Arrived on site for scheduled concrete placement of the mezzanine slab on deck. Upon arrival, no construction personnel were on site at this time. Called Shane with Bailey and was informed that concrete placement this day had been cancelled due to inclement weather. c. .., Items requiring correction. .... None HMA inspector Print Name Scott O'Malley MMA Representative Signature ".Project Hours Start Time: 04:00 Finish Time: 08:00 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10101/06 hayremcelroy RECEIVED 01 Li COMMUNITY DEVELOPMENT -CONSTRUCTION COMPLIANCE DAILY FIELD REPORT „1 ' ' = , ' Project Information Contract Information Date: 5-01-2007 Project Hours ' " , . Solicitation No: D06-388 Project Name: KOHLS #11125-TUKW1LA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.05.01CH Date Reviewed: 5/11/07 Project Location: 17220 SOUTH CENTER PKWY TUKWILA, WA Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor BAYLEY CONSTUCTION Calendar Days Remaining: -- Work Conditions : : Inspection Type (s) / Coverage , Temperature 51 F Documents Referenced: APPROVED PROJECT DOCUMENTS, AWS, ASNT, IBC Weather OVERCAST Site Condition DRY . o Structural Masonry ' :': : .-- X Structural Steel/Welding = - ': o Foundation/Soils '- - in Pin Piling : ' - : ' ,:: : 0 , Lateral Wood Framing , , ,, : : !-' — . „ . . . ;, ,. a Batch Plant , n Reinforced concrete in . Shotcrete , : o :Post -Tensioned Concrete ' ,. 0 ' Fire -Proofing :Location and Description of Inspection On site at Kohls in Tukwila, WA for visual inspection of roof deck fastening as required by project plans and specifications. Visually inspected roof deck at grids A -F/1-10 for compliance with Roof Deck Key Plan on S3.1. I marked multiple locations with yellow paint where Hilti nails did not penetrate joists or where side lap was not button punched. I brought the areas referenced above to the attention of the contractor for repair. T. Film ilutiseettii: -Oriril P•tatiii ..-' Clete Henke HMA Representative: Signature Project Hours ' " , . Start: 11:00 P.M. Finish: 5:00 P.M. Acknowledged By Signature 1 hayremcleroy RECEIVED Yri 01 2_,1 COMMUNITY nRicr ^Misr -..w - SPECIAL INSPECTION DAILY REPORT .' s.. , :.'�:::; ":=t:.�...,:: Project information Contract Information Date: April 30, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.30JP1 Date Reviewed: 5/7/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bailey Calendar Days Remaining: -- Work Conditions inspection Type (s) /Coverage Temperature 58° F Documents Referenced: Approved Plans: Weather Overcast Site Condition Dry Site Equipment: .. ❑ ,Structural Masonry 1 Structural SteellWetding : ; `', = . • o Foundation/Solis . o Light Gauge Framing ` ` ❑ Lateral Wood Framing ... . • u Batch Plant • a Reinforced Concrete 0 Shotcrete ci Post -Tensioned Concrete a Fire -Proofing-:` . ..;... , Location and Description of inspection ;; ..:' .. ; `.... ,- ....,, ,. : . Arrived on site as requested to perform a visual welding inspection on the installation of shear studs for mezzanine deck. Shear studs were installed per NUCOR plans sheet #J-3 joist stud layout detail. Shear studs were installed and inspected per AWS D1.1 requirements. The first two studs of the day were tested as required per D1.1. To the best of my knowledge, workmanship and materials are in conformance with project plans and specifications. Items requiring correction None HMA Inspector Paint Name Clete Henke HMA Representative Signature Project Hours . Start: 07:30 Finish: 14:00 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremc�elroy RECEIVED 01 COMMUNITY DEVELOPMENT . . SPECIAL INSPECTION DAILY. REPORT Sean Flint Project Information Contract information Date: 4-27-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- 14:30 Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.27SF Date Reviewed: 5/7/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor. Bayley Calendar Days Remaining: -- • Work Conditions Inspection Type (s) 1 Coverage" .: `_ .• Temperature Documents Referenced: Approved Plans and Specifications Weather Site Condition Site Equipment: CJ Structural Masonry o Structural SteellWelding o Foundation/Soils � . _ :: ... ,,, :., k • _ o Light Gauge Framing �.: �:., .,_,: o : Lateral Wood Framing ,0 . Batch Plant o ` Reinforced Concrete o Shotcrete ": .-:-•;�� o � Post Tensioned Eon�rete°> ;:�.:� ,_: -;,;, ,-',<:, .: o Fire -Proofing, .�` •.:.: ;. •.. ; . - .:. ...- e,, : Location and Description of inspection , Picked up cylinders and delivered to lab for stripping and curing. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items requiring correction, - .... , None HMA inspector Print Name Sean Flint HMA Representative Signature Project Flours . - Start Time: 11:30 Finish Time: 14:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayre mcie troy RECEIVED 01 L l COMMUNITY .SPECIAL INSPECTION DAILY REPORT im#':.:. Project information Contract Information Date: 4-27-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.27JP Date Reviewed: 5/7/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions Inspection Type (s) !Coverage Temperature 55°F Documents Referenced: Approved Plans and Specifications Weather Overcast Site Condition Dry Site Equipment: ,ti. Structural Masonry �' .;;°.: i1 Structural SteeIIWelding D Foundation/Solis _ ".o Light Gauge Framing. o Lateral Wood.Framing ;; �. :, :. -... .. .. - o Batch Plant 1 Reinforced Concrete o Shotcrete = � � 0 Post -Tensioned Concrete :_o. Fire -Proofing., Location and Description of Inspection .. . Arrived on site as requested to perform a special inspection on reinforced concrete and to sample concrete. 20 cubic yards of concrete were placed at the pour strip along line A per construction standards. Concrete mix #448172 Stoneway 4000psi mix. Reinforcing steel was inspected and was in place per plans page 53.5 #12 and page S1.1. One sample of concrete was obtained and all applicable tests were performed and one set of four 4" x 8" concrete cylinders were made. To the best of my knowledge, the above work conforms to job plans and specifications and applicable building codes. Items requiring correction None HMA Inspector Print Name Gee Hayre HMA Representative signature Project Hours ., . .. Start Time: 07:00 Finish Time: 12:30 Acknowledged By Signature, Page 1 of 1 F DFR 04101/06 revised 10101/06 hayremc,elroy RECEIVED Pf 1 01 2„.1 �.J]fkltlYJ11'! 1 9 ,,SPECIAL INSPECTION DAILY REPORT-£ :;": `. �,�. r'� SIv�. Protect Information Contract Information Date: 4-27-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.27JP 1 Date Reviewed: 5/14/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions - Inspection Type {s) / Coverage . :,...., Temperature 58°F Documents Referenced: Approved Plans and Specifications Weather Overcast Site Condition Dry Site Equipment: - o ' StructuralMasonry . Structural Steel/Welding • o Foundation/Solis ,,. `::'. ; .. , : 0 Light Gauge Framing,: , ., ,<. .-_ � , :. ,, ... 0 Lateral Wood Framing - .: _ -- u : Batch Plant n : Reinforced Concrete :° .4 Shotcrete , -�oPost-Tensioned Concrete ..: Fire -Proofing:,.' Location and Description ofJnspectio�n � ��; .;, � Arrived on site as requested to perform a visual welding inspection on the puddle welds for the mezzanine deck. 5/8" 0 Puddle welds were used to fasten metal deck to structural steel members. Puddle welds were installed per plans page S3.2 detail #1. 518' 0 Puddle welds comply with AWS D1.3 visual requirements. To the best of my knowledge, the above work conforms to job plans and specifications and applicable building codes. Items requiring correction None HMA Inspector Print Name Clete Henke HMA Representative Signature Project Hours Start Time: 09:30 Finish Time: 14:30 Acknowledged By Signature Page 1 of 1 F DFR 04/0 I/06 revised 10/01/06 hayremcelroy RECEIVED 01 CL[ COMMiifliiTY :-" SPECIAL INSPECTION DAILY REPORT" :-.:°":'''.':3 VU . .... Project Information Contract information Date: 4-25-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.25JP Date Reviewed: 517107 Project Location: 17150 South Center Parkway Mileage: 308 (RT Hazel Dell to Tukwila) Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions e inspection Type #s} /Coverage p g Temperature 48°F Documents Referenced: Approved Plans and Specifications Weather Overcast Site Condition Dry Site Equipment: o Structural Masonry 1 Structural Steel/Welding " 0 Foundation/Soils " o " Light Gauge Framing o Lateral Wood Framing _ n " Batch Plant F E a Reinforced Concrete o Shotcrete , A , Post -Tensioned Concrete o Fire -Proofing' Location and esc on of inspection ::_...._.- Arrived on site as requested to perform a visual welding inspection on the joist to girder connections between grid points D to C and 1 to 10. Joists were welded per SJI plans and per plans page S3.2 details #17, #13, and #9. Tie plates were installed per plans. Joist girder top cord plates were installed per plans. Fillet welds were inspected and comply with AWS D1.1 visual requirements for size and length. Struts were instalted per plans page S4.2 #5. To the best of my knowledge, the above work conforms to job plans and specifications and applicable building codes. Items requiring correction None - HMA Inspector Print Name Justin Pope HMA Representative Signature Project Hours Start lime: 06:30 Finish Time: 15:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcFetroy RECEIVED !'! 01 cu,l COMMUNir'r .:: SPECIAL INSPECTION DAILY REPORT "�; " °.:<,.-, ": Project Information Contract Information Date: April 25, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 35 Date Reviewed: 5/1/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor Bailey Calendar Days Remaining: -- Work Conditions Inspection Type (s)1 Coverage -"-'- .. Temperature Documents Referenced: Approved Plans: Weather Site Condition Site Equipment: I -o Structural Masonry ,.. .,.. o Structural Steel/Welding " 0 Foundation/Solis B Light Gauge Framing ., " " f i Lateral Wood Framing .. o Batch Plant 1 : Reinforced Concrete fl . Shotcrete . o Post -Tensioned Concrete - . o " "Fire -Proofing s Location and Description of inspection" Arrived on site for cylinder pick-up (4x8) for compressive test samples cast on 04-24-07. Transported test specimens to Redmond lab where they were stripped, logged in, and prepared for moist curing. Items requiring correction. HMA Inspector Print Name Malgozata Williams HMA Representative Signature Project Hours. On site / report / transport cylinders 3.0 hours Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy RECEIVED YIN 01 Li COMWkJNiTY DEVELOPMENT 'SPECIAL INSPECTION DAILY REPORT SSP _. ... Project information Contract information Date: 4-2f07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.25CH Date Reviewed: 5/7/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions "` - " Inspection Type (s) /Coverage Temperature 48° F Documents Referenced: Approved Plans and Specifications Weather Overcast Site Condition Dry Site Equipment: ❑- Structural Masonry o Structural Steel/We ding 0 Foundation/Solis ❑ Light Gauge Framing ❑ Lateral Wood Framing.. <::: ;- ; ':::= . ' 0 Batch Plant 0 Reinforced Concrete ❑ Shotcrete - o Post -tensioned Concrete o ' Fire-Proofing .r_. Location and Description of inspection ?: -;"" .;' ".";� " : "<"`:";. Arrived on site as requested to perform a special inspection on roof deck. Hilti fasteners were used to fasten roof deck to structural steel per roof deck key plan on page 53.1 mark #A and #C. Seams were button punched at 24' O.C. Strut sections were fastened using Hilti fasteners at 12' on center. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. items requiring correction None HMA inspector Print Name Clete Henke HMA Representative Signature Project Hours Start Time: 10:30 Finish Time: 16:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy ads— a:161e sic RECEIVED 1JUN01.2,1 COMNILi iTY DFVEi I -- .. ,SPECIAL INSPECTION DAILY REPORT :�; .,.!..: : ; ` ":� . _:: ; • .:;,"" �._"::_ :. �` Project Information Contract Information Date: 4-24-07 Permit No: 1306-388 Project Name: Kohl's #11125 -Tukwila Finish Time: 16:30 Contract Duration: — Project No: 07-056-1 Reviewed by: J. McElroy DFR No: Y 0'j.04. 2 C4( Date Reviewed: 4/29/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions Inspection, Type (s) 1 Coverage `." Temperature 58° Documents Referenced: Approved Plans and Specifications Weather Clear Site Condition Dry Site Equipment: o Structural Masonry ry , :, 1 Structural Steel/We ding G Foundation/Soils D Light Gauge Framing • D Lateral Wood Framing : - : ; " : n ' Batch Plant 13 Reinforced Concrete 6 Shotcrete . a Post -Tensioned Concrete > : 0 " Fire -Proofing r .� x. Location and Description of Inspection. . Items requiring correction None '.HMA Inspector Print Name Arrived on site as requested to perform a visual welding inspection on the joist to girder and girder to girder connections along lines G, F, E between grid points 1 to 10. HMA Representative 'Signature Welds were in place per SJI drawings and per plans page S3.2 # 17. Tie plate per S3.2 # 13 Joist girder top chard per S3.2 # 9A. Project Hours Fillet welds were visually inspected and comply with AWS D1.1 for visual acceptance. 10:00 Finish Time: 16:30 Acknowledged By Signature_ Welds were made by a WABO certified welder. To the best of my knowledge, work inspected was competed in genera! conformance with the project plans, specifications, and applicable building codes. Items requiring correction None '.HMA Inspector Print Name Clete Henke HMA Representative 'Signature Project Hours Start Time: 10:00 Finish Time: 16:30 Acknowledged By Signature_ Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayreKmc�e[roy RECEIVED 01 2uul COMMUNITY SPECIAL INSPECTION DAILY REPORT Project information Contract Information Date: 4-23-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 39 Date Reviewed: 4/29/07 Project Location: 17150 South Center Parkway Mileage: 144 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions :. _: Inspection Type (s) 1 Coverage Temperature 58° Documents Referenced: Approved Plans and Specifications Weather Clear Site Condition Dry Site Equipment: -a Structural Masonry : `;_; : 1 Structural Steel/Welding : " ::�,;: -°� D Foundation/Solis o Light Gauge Framing ' ❑ Lateral Wood Framing.. " a Batch Plant . o .Reinforced Concrete o Shoterete o Post TensionedConcrete - 0 Fire -Proofing..... .... Location and Descrlution of insaection Items requiring correction • None HMA inspector Print Name, Arrived on site as requested to perform a special inspection on the High Roof Deck. HMA Representative Signature Hilti Fasteners were used to fasten roof deck to structural steel. Fasteners were installed per plans page S3.1 roof key plan mark A & B. Project Hours Seams were button punched at 1' and 2' on center, at the time of inspection button punching was still in progress. 07:00 Finish Time: 16:30 Acknowledged By Signature To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items requiring correction • None HMA inspector Print Name, Justin Pope HMA Representative Signature Project Hours Start Time: 07:00 Finish Time: 16:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hgyremcelroy RECEIVE, 'JUN 01 21 - 'SPECIAL' INSPECTION DAILY REPORT Project Information Contract Information Date: 4-23-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: — Project No: 07-056-I Reviewed by: J. McElroy DFR No: 38 Date Reviewed: 4/28/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor Bayley Calendar Days Remaining: -- Work Conditions ". : , :. ..: _ ... Inspection Type (s) 1 Coverage ' Temperature Documents Referenced: Approved Plans and Specifications Weather Site Condition Site Equipment: i'i Structural Masonry CI Structural Steel/We ding :1:1 Foundation/Soils o Light Gauge Framing ��` :. �.' •. o. Lateral Wood framing a Batch Plant " Reinforced Concrete o Shotcrete ci Post -Tensioned Concrete a Fire -Proofing `.. .. Location and Description of inspection Onsite as requested for sample pickup, delivery, stripping and curing prior to compressive strength testing. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. items requiring correction .. ...... . None HMA inspector Print Name Sean Flint ` HMA Representative Signature Project Hours . Start Time: 09:30 AM Finish Time: 13:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01106 revised 10/01/06 hayremcelroy RECEIVED 'JUS! 01 26ul COMMUNITY DEVELOPMENT SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 4-20-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 37 Date Reviewed: 4/28/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- Work Conditions_ .. inspection Type (s) / Coverage Temperature 68 deg F Documents Referenced: Approved Plans and Specifications Weather Clear Site Condition Dry Site Equipment: o Structural Masonry o Structural SteeUWelding . . ; : o Foundation/Soils c Light Gauge Framing o Lateral Wood Framing o Batch Plant 1 Reinforced Concrete , o ' Shotcrete ,0 , Post -Tensioned Concrete o.:. Fire -Proofing,`: Location and Description of inspection °.� On site to inspect reinforcing steel and concrete placement for plinths. Re -steel and anchor bolts were per approved plans. A total of 11 yds3 of Stoneway mix # 671174 was placed via chute and mechanically consolidated. Location — BB13.7, 4.2, 6.8 and 7.3 One set of four 4" x 8" concrete cylinders cast for compressive strength testing. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. items requiring correction . . None HMA Inspector. Print Name • Sean Flint HMA Representative Signature Protect Hours . Start: 05:30 Finish: 16:00 Acknowledged By Signature Page 1 of 1 F DFR 04101/06 revised 10/01/06 hayremcelroy RECEIVED JUN 01 2I COMMUNiTy SPECIAL INSPECTION DAILY. REPORT :. .:.., .:..," ,. Project information Contract Information Date: 4-20-2007 Permit No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 44 Date Reviewed: 4/29/07 Project Location: 17220 SOUTH CENTER PKWY Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: BAYLEY CONSTUCTION Contract Calendar Days Remaining: — Work Conditions Inspection Type (s) 1 Coverage .: ; .. . ;,,.... .;: , •, - , Temperature 50 F Documents Referenced: APPROVED PROJECT DOCUMENTS, ASNT, AWS, AISC Weather SUNNY IBC Chapter 17: Site Condition DRY Site Equipment: o Structural Masonry _: :` �' ;.: . o Structural Steel/Welding _ o Foundation/Soils o Light Gauge Framing " . o Lateral Wood Framing _ 0 Batch Plant u Reinforced Concrete ❑ Shotcrete a Post -Tensioned Concrete , o ` Fire -Proofing Location and Description of Inspection .. On site as requested for visual inspection of field welded connections as required by project plans and specifications. Performed visual inspection of joist to panel connections and continuous angle to joist connections at high roof, grids J11-6 per 19IS3.2. Performed visual inspection of joist to W -beam connections at high roof at grids G.9/1-6. The welding referenced above is in substantial compliance with approved details for size and length and meets or exceeds AWS D1.1 requirements for quality. OK to cover. items requiring correction. . None HMA Inspector Print Name Clete Henke HMA Representative Signature . e44....44,41, Project Hours Start Time: 07:30 Finish Time: 15:30 Acknowledged By Signature Page 1 of 1 Rev 1 1/6107 h ayre m c3e l roy as, RECEIVED 'JUN 01 2601 CONITY DEVELQp pft SPECIAL INSPECTION DAILY. REPORT Project Information Contract Information Date: 4-19-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.19SF Date Reviewed: 4/28/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor. Bayley Calendar Days Remaining: -- Work Conditions "`. Inspection Type (s)"/ Coverage Temperature Documents Referenced: Approved Plans and Specifications Weather Site Condition Site Equipment: u Structural Masonry ❑ Structural Steel/Welding o Foundation/Soiis o Llght Gauge Framing ,. .: " , o Lateral Wood Framing =".; -° ., o Batch Plant "I Reinforced Concrete Q " Shotcrete o'"Post-Tensioned Concrete " o Fire -Proofing"" -'.. _, . s - Location and Description of inspection On site to perform inspection on reinforcing steel and concrete placement. Re -steel was in accordance with approved plans. A total of 98 yds3 of Stoneway mix #450173 was placed via pump and mechanically consolidated. Concrete was tested and three sets of strength specimens were cast. Location — Loading Dock and Recycling Compactor cement concrete paving To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items requiring correction None HMA Inspector Print Name Sean Flint HMA Representative Signature Project Hours Start Time: 5:30 AM Finish Time: 15:30 PM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy RECL:vE,) JUN 01 2001 p2�?�1i1Ni7v SPECIAL INSPECTION DAILY REPORT ` ;',_ . °;.: ''4, -,fir , Project Information Contract Information Date: 4-19-2007 Permit No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 43 Date Reviewed: 4/29/07 Project Location: 17220 SOUTH CENTER PKWY Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: BAYLEY CONSTUCTION Contract Calendar Days Remaining: -- Work Conditions ... : - Inspection Type (s) 1 Coverage Temperature 50 F Documents Referenced: APPROVED PROJECT DOCUMENTS, ASNT, AWS, AISC Weather SUNNY IBC Chapter 17: Site Condition DRY Site Equipment: o Structural Masonry : ' , o Structural Steel/Weldingo o Foundation/Solis � �� <:. �. = ;' :,; ; .. o Light Gauge Framing ..;o 0 . Lateral Wood Framing `; � t, Batch Plant..-; Reinforced Concrete .o - Shotcrete .. Post -Tensioned Cone o. Fire -Proofing' Location and Description of inspection :. On site at Kohls #11125 in Tukwila, WA for observation of erection activities and in -progress welding. Welding of joist to panel connections and continuous angle to joist connections at high roof, grids J/1-6 and welding of joist to W --beam connections at high roof at grids G.9/1-6 was in -progress. Monitored erection activity in -progress at all grids. items requiring correction ...� None HMA inspector Print Name Clete Henke HMA Representative Signature AVE,/jr ,J� Project Hours Start Time: 07:30 Finish Time: 16:00 Acknowledged By Signature Page 1 of 1 Rev 1 1/6107 hayremcie roy RECEIVED JUN 01 2007 COMMUNITY DEVELOPMENT .. ,.SP DAILY.REPORT, " = CIAINSPECTION E L Project Information Contract Information Date: April 18, 2007 Permit No: -- 06-00003093 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.18RB Date Reviewed: 4/28/07 Project Location: I7150 South Center Parkway Mileage: 308 (RT Hazel Dell to Tukwila) Client : Strata, N07004A Per Diem Days: 0 Contractor. Bayley Calendar Days Remaining: -- Work Conditions : Inspection Type (s)/Coverage Temperature 52° F Documents Referenced: Approved Plans: Weather Cloudy Site Condition Dry Site Equipment: o . Structural Masonry., .: " : _ B Structural Steel/Welding , ,: ° :: :.. a Foundation/Solis 0 Epoxy Dowels n Lateral Wood Framing ❑ . Batch Plant I ' Reinforced Concrete o Shotcrete , _ a Post Tensioned Concrete ❑ ,. Fire-Prooflng.... Location and Description of Inspection HMA representative on site to perform special inspection on reinforced concrete and to sample fresh concrete. Steel inspected by prior HMA representative, final clearances verified at BB line 3.7, 4.2, 6.8 and 7.2 and for retaining wall at walkway ramp G to 1. Observed placement of 50 cubic yards of Stoneway mix #6000 into above forms. Consolidated via H -F vibrator. One sample of fresh concrete obtained per ACI and IBC standards. All applicable tests ran and four 4"x8" cylinders cast. To the best of my knowledge, the above work conforms with job plans and specifications. Items requiring correction ... None HMA Inspector Print Name. Ron Beckett HMA Representative Signature Project Hours Start Time: 06:30 Finish Time: 16:30 Acknowledged By, `Signature; Page 1 of 1 F UFR 04/01/06 revised 10/01/06 h gyre mfce troy PC !V D JUN 01 2001 rsqmmum, LitvELopmair SPECIAL INSPECTION DAILY REPORT Project information Contract Information Date: 4-16-2007 Permit No: D06-388 Project Name: KOHLS #11125-TUKWILA Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 07.04.16CH Date Reviewed: 5/22/07 Project Location: 17220 SOUTH CENTER PKWY Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: BAYLEY CONSTUCTION Contract Calendar Days Remaining: -- Work Conditions , "'., Inspection Type (s)1 Coverage Temperature 50 F Documents Referenced: APPROVED PROJECT DOCUMENTS, ASNT, AWS, AISC Weather SUNNY IBC Chapter 17: Site Condition DRY Site Equipment: Li Structural Masonry - .: ` 0 Structural Steel/Welding .. ' i Foundation/Soils 0 Light Gauge Framing .. -© Lateral Wood Framing : " . ' : �... ... o Batch Plant o Reinforced Concrete - .. .. © Shotcrete ❑ Post-Tensloned Concrete . ©. Fire -Proofing ., . . ... Location and Description of Inspection': On site at Kohl's #11125 in Tukwila, WA for observation of erection activities and in -progress welding. Welding of joist to panel connections and continuous angle to joist connections at high roof, grids J/1-6 and welding of joist to W -beam connections at high roof at grids G.9/1-6 was in -progress. Monitored erection activity in -progress at all grids. Items requiring correction None HMA inspector print Name Clete Henke . HMA Representative Signature e4,...„4,,,,,,,, Project Hours - . .. Start Time: 9:00 Finish Time: 15:00 Acknowledged By Signature Page 1 of 1 Rev 1 1/6/07 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH RECEN ye emce1roy DATA REPORT Kohl's #11125 Tukwila April 19, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cement Concrete Paving Cast By: Sean Flint Sampled At. (yd3): 10.00 of 98 Time Batched: Time Sampled 5:55 6:45 MAY 2 3 2001 OC opMN r HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway Loading Dock 450173 10.00 4 4x8 yd3 :,MATERIAL TESTED ._ Concrete: Grout: CONCRETE. INFORMATION:.::;: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No, Truck No. Ambient temp 4 1/2 66 5 3/4 5.8 796062 422 46 inches deg. F sacks inch Ibs/ft3 deg. F Masonry: Other: 0 <.SATCI . wEIGHTs Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Daravair Admix 2 WRDA-64 Admix 3 Other 469 1296 1949 88 197 2 27 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0.5 g/y3 Authorized By: OTHER: Set 1/3 Stoneway QC added one gallon of ADVA on site Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION COMPRESSIVE STRENGTH (Psi)(inch2) (Psil TYPE OF FRACTURE (eq,nrod if strength below B non,, A 6464 7 4/26/07 4.00 49320 12.56 3930 2 B 6464 28 5/17/07 4.00 76510 12.56 6090 2 C 6464 28 5/17/07 4.00 74770 12.56 5950 2 D 6464 H Hold Average PSI at 28 days 6020 Remarks: Date Received In Lab: 4/20/07 Compressive Strength 04/0t/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila April 19, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cement Concrete Paving Cast By: Sampled At. (yd3): Time Batched: Time Sampled Sean Flint 40,00 of 98 6:38 7:30 RECEIVED MAY 2 3 1007 HMA PRO :p. flEVELOPI T hay[ esmc,etr9Y 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway Loading Dock 450173 10.00 4 4x8 yd3 El - :MATERIAL TESTED Concrete: Grout: _:_,;CONCRETE INFORMATION ;: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 4 inches 65 deg. F 5 sacks 3/4 inch 4.9 % Ibs/ft3 796085 423 48 deg. F Masonry: Other: TC#i„1NEtG1`IFS, Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Daravai Admix 2 WRDA-84 Admix 3 Other 476 1296 1949 84 198 2 27.6 Ibs. lbs. lbs. Ibs. Ibs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 2/3 Stoneway QC added 1/2 gallon of ADVA on site COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (Psi) (psi) TYPE OF FRACTURE (required if strength beim specification) A 6465 7 4126107 4.00 47050 12.56 3750 2 B 6465 28 5/17/07 4.00 67750 12.56 5390 2 C 6465 28 5/17/07 4.00 71230 12.56 5670 2 D 6465 H Hold L , Average PSI at 28 days 5530 Remarks: Date Received in Lab: 4/20107 Compressive Strength 04/01/06 revised 10/01106 Tested By: GW Reviewed By: 414 2757 152nd Avenue NECOMPRESSIVE STRENGTH MC-- 1 i a re m c e l ro y Redmond, WA 98052 DATA REPORT YA_e.°'9°"''— __ ph:425.869-6750 MAY 2 3 2001 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila DATE: April 20, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: plinths Cast By: Sean Flint Sampled At. (yd3): 11.00 of 11 Time Batched: Time Sampled 12:53 1:30 CONIMUNITI DEVELCIPMEST HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: BB/3.7, 4.2 6.8 and 7.3 Mix No: Load Size: Samples. Cast 11.00 4 4x8 yd3 Concrete: [] Grout: ONCRETE (NFORMAT1ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. ambient temp 41/4 inches 64 deg. F 6.9 sacks 3/4 inch 796310 432 Ibs/ft3 66 del). F Water Added On Site: OTHER: set 1/1 0 g/y3 Masonry: ❑ Other: 0 OAT 11 II ' Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 660 1206 1942 91 229 28.1 33.3 Ibs. Ibs. Ibs. lbs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (mural if ste,vih betow specification) A 6466 7 4/27/07 4.00 73620 12.56 5860 2 B 6466 28 5/18/07 4.00 98710 12.56 7860 2 C 6466 28 5/18/07 4.00 98810 12.56 7870 2 D 6466 H Hold Average P$I at 28 days 7865 Remarks: Date Received In Lab: 4/21/07 Compressive Strength 04101!06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-8750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT RECE1VEt PROJECT: Kohl's #11125 Tukwila DATE: April 18, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: Footings & Stemwalls Cast By: R Beckett Sampled At. (yd3): 10.00 of 50 Time Batched: Time Sampled 6:00 7:10 MAY 2 3 2N} hayremcelroy HMA PRD tPMENT 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: BB: 7.2 Mix No: Load Size: Samples. Cast 6000 10.00 3 4x8 cylinders yd3 Concrete: Q Grout: 0 0$Cf ETE1NFORiiAA. Slump Concrete Temp Cement Content Max. Aggregate Afr Content Unit Weight Ticket No. Truck No. Other 41/2 inches 58 deg. F 6 sacks 7/8 inch N/A % N/A lbs/t3 795422 425 Water Added On Site: 0 g/y3 OTHER: Masonry: 0 Other. WOOKECta Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 5670 lbs. 14080 lbs. 19560 Ibs. 0 lbs. 1760 Ibs. 0 oz./ 0 oz./ 0 oz./ 0 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER • MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION= AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE owurea ifner ca A 6502 7 4125/07 4.00 65050 12.56 5180 2 B 6502 28 5/16/07 4.00 79050 12.56 6290 2 C 6502 28 5/16/07 4.00 81700 12.56 6500 2 D 6502 H Hold Average PSI at 28 days 6395 Remarks: Date Received In Lab: 4/20/07 Compressive Strength 041011'06 revised 10/01!06 Tested By: GW Reviewed By: hayresmcletroy RECEIVED MAY 11 2007 OMCOMMUNITYEN DEVELOPMENT SPECIAL INSPECTION DAILY REPORT Malgozata Williams Project Information Contract Information Project Hours Date: April 25, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 35 Date Reviewed: 5/1/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor. Bailey Calendar Days Remaining: — . Work Conditions Inspections Type (s)1 Coverage' Temperature Documents Referenced: Approved Plans: Weather Site Condition Site Equipment: 7.0 . Structural Masonry " , ' o Structural Steel/Welding t7 ,Foundation/Soi1s 13 Light Gauge Framing;:. `.; � g =s0 "-'LateralWood-Framing n . " Batch Plant f • Reinforced Concrete::.;:".- c "Shotcrete `;. ©. Post -Trion �1 Fire -Proofing Location and Description of Inspection' :.' .::: .. :.... : :.: ..:>., `.; ;.: •" .,",, `::M g ",: 6 Arrived on site for cylinder pick-up (4x8) for compressive test samples cast on 04-24-07. Transported test specimens to Redmond lab where they were stripped, logged in, and prepared for moist curing ,.', Items requiring correction , . " . , .. HMA Inspector Print Name _ Malgozata Williams HMA Representative Signature Project Hours On site / report / transport cylinders 3.0 hours Acknowledged By Signature Page 1 of 1 F DFR 04/01106 revised 10/01/06 VAR Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 DARASET Other 5740 lbs. 17440 lbs. 18160 lbs. 880 lbs. 2552 lbs. 132 oz./ 264 oz./ 850 oz./ Masonry: Other. 0 te- ssv w my � t� =_' . � Ham., e, � :�•,�r _ :�.:�m 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled RECEIVED COMPRESSIVE STRENGTH hayresmce .roy DATA REPORT MAY 11 icor, DCEVELOPA IN ElYT Kohl's #11125 Tukwila May 3, 2007 Strata, Inc N07004A 4000 psi at 28 days Mezzanine deck R Beckett 76.00 of 80 6:10 7:20 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 006-388 Bayley Stoneway 20' S of N wall 458374 11.00 4 4x8 cylinders yd3 Concrete: 2 Grout 1VCRE't'E;IfNVORMATnO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 inches 62 deg. F 5.5 sacks 3/8 inch N/A % N/A Ibs/ft3 802556 455 Water Added On Site: OTHER: 0g/y3 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION a AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE e(required ff aa„ rica y A 6531 7 5/10/07 4.00 51830 12.56 4130 2 B 6531 28 5/31/07 C 6531 28 5/31/07 D 6531 H Hold • Average P I at 28 days Remarks: Date Received In Lab: 5/4/07 Compressive Strength 04/01)06 revised 40/61/66 Tested By: GW Reviewed By: q j l 2757 152nd Avenue NE Redmond, WA 98052 ph:425.889-6750 fx: 425.869-8761 PROJECT: DATE: CLIENT: RECEIVED C4MPDATA RE ORTRESSIVE NGTH mAy 1 200PayRe:m5 e1 roy COMMUNITY DEVELOPhsarr Kohl's #11125 Tukwila May 3, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Mezzanine deck Cast By: Sampled At. (yd3): Time Batched: Time Sampled R Beckett 22.00 of 80 4:22 4:56 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway 20'SofNwall 458374 11.00 4 4x8 cylinders yd3 Concrete: 0 Grout: oNcRETE.INFORMAINS I Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 inches 63 deg. F 5.5 sacks 318 inch N/A N/A Ibs/ft3 802540 455 s 4 Water Added On Site: OTHER: 0gy3 Masonry: Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 DARASET Other Other: NEIGHTS 0 5730 Ibs. 17480 Ibs. 18160 Ibs. 860 Ibs. 2556 lbs. 132 oz./ 264 oz./ 850 oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE f,�„� "strength below spephcatbN A 6530 7 5/10/07 4.00 49630 12.56 3950 2 B 6530 28 5/31/07 C 6530 28 5/31/07 D 6530 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 5/4/07 Compressive Strength 04101!06 revised 10101106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6781 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's Silverdale #11144 May 3, 2007 Strata, Inc. #N07003A SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: 10315 SILVERDALE WAY Cast By: Clete Henke Sampled At. (yd3): 3.00 OF 5 Time Batched: Time Sampled 1:20 P.M. 2:20 P.M. Tr RECEIVED MAY 11 200hr ayrre mycte i roy COMMUNiTy DEvELopmeta HMA PROJECT No.: 07-056-4 BLDG PERMIT No.: 06-43680 CONTRACTOR: 5D Deacon SUPPLIER: Fred Hill GRIDIELEV: FOOTING UNDERPINS Mix No: Load Size: Samples. Cast M4060.1 5.00 1.00 yd3 Concrete: Grout: a CONCRETE IN ;ORMAT1"ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 62 deg. F 6 sacks 3/4 inch 0 °k 47765 78 Ibsfft3 1 Water Added On Site: OTHER: 0 g/y3 Masonry: Other. cONVEOKTIC Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 2840 7360 9880 lbs. Ibs. Ibs. Ibs. 560 Ibs. A340 220 oz. oz. oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)(Psi) AVERAGE CROSS SECTION AREA (Inch) � COMPRESSIVE STRENGTH TYPE OF FRACTURE n A 6536 7 5/10/07 4.00 50000 12.56 3980 2 B 6536 28 5/31107 C 6536 28 5/31/07 D 6536 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 5/7/07 Compressive Strength 04191/06 revised 10101/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: RECEIVED COMPRESSIVE REP a e STRENGTHMAY 1 1 2007 hay�mtr Fce oy DATA Kohl's #11125 Tukwila April 11, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 10.00 of 197 Time Batched: Time Sampled 6:07 6:30 COMMUNITY DEVELOPMENT HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast Stoneway building perimeter 448172 10.00 yd3 4 4x8 Concrete: Grout 0 . r„n:-.70N FETE; INFORMA1•tni'.::. ,T Slump 4 inches Concrete Temp 64 deg. F Cement Content 4.8 sacks Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient tem 314 Inch NIA N/A Ibsfft3 791667 427 38 e Water Added On Site: OTHER: set 115 0 g/y3 Masonry: ❑ Other. ATE `E Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 450 1431 1942 80 186 21.3 35 0 0 Ibs. Ibs. Ibs. Ibs. Ibs. oz./ oz./ oz.1 �Qa Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAS No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) r TYPE OF FRACTURE 1„q„s�„�,, beowrpedecaaon) A 6426 7 4/18/07 4.00 53810 12.56 4280 2 B 6426 28 5/9/07 4.00 84710 12.56 6740 2 C 6426 28 5/9/07 4.00 84190 12.56 6700 2 D 6426 H Hold _ Average P I at 28 days , 6720 Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01/06 revised 10/01/08 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 4225.869-6761 COMPRESSIVE STRENGTH C il/ayreRmc&spy DATA REPORT MAY 11 2007 PROJECT: Kohl's #11125 Tukwila DATE: April 11, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 42.00 of 197 Time Batched: Time Sampled 6:49 7:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway building perimeter 448172 11.00 4 4x8 yd3 Concrete: 0 Grout: 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 31/2 inches 65 deg. F 4.8 sacks 3/4 inch N/A N/A Ibs/ft3 791690 429 42 deep pF Water Added On Site: OTHER: set 2/2 0 g/y3 Masonry: 0 Other: 0 : Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 448 Ibs. 1418 Ibs. 1943 Ibs. 80 Ibs. 214 lbs. 21.3 oz./ 34.5 oz./ 0 oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (lnch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE peq,s:eanaae�m baby,' UM A 6427 7 4/18/07 4.00 54840 12.56 4370 2 B 6427 28 5/9/07 4.00 83720 12.56 6670 2 C 6427 28 5/9/07 4.00 84370 12.56 6720 2 D 6427 H Hold Average P I at 28 days 6695 Remarks: Date Received In Lab: 4/13/07 Compressive Strength 041011'06 revised 1010V06 Tested By: GW Reviewed By: �Wt 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: firCeiVED COMPRESSIVE STRENGTH haybesmceyoy DATA REPORT 'MAY 11 2001 HMA PROJECT No.: 07-056-1 Kohl's #11125 Tukwila April 11, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 94.00 Time Batched: Time Sampled of 197 8:24 9:15 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway building perimeter 448172 10.00 4 4x8 yd3 Concrete: 0 Grout: CONcRETE:INFORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient tempgq 4 1/4 65 4.8 3/4 N/A N/A 791801 442 45 inches deg. F sacks inch Ibs/ft3 deg F 17, 4 Water Added On Site: OTHER: set 3/5 0 gfy3 Masonry: ❑ Other: 0 I''BArTE Wei,? Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 451 1423 1942 83 216 21.3 35 0 0 Ibs. Ibs. Ibs. tbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION : AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE specification) A 6428 7 4118107 4.00 51540 12.56 4100 2 B 6428 28 5/9/07 4.00 80910 12.56 6440 2 C 6428 28 5/9/07 4.00 83570 12.56 6650 2 D 6428 H Hold Average PSI at 28 days 6545 Remarks: Date Received In Lab: 4/13/07 Compressive strength 04/01106 revised 10/01106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTHR ceiven ay�em.celroy DATA REPORT MAY 11 2007 PROJECT: Kohl's #11125 Tukwila DATE: April 11, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 136.00 of 197 Time Batched: Time Sampled 9:29 10:00 �O�'1V7' imay HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway building perimeter 448172 10.00 4 4x8 yd3 Ipt TgRIALTESTED:„:cf- Concrete: Grout: ❑ CONCRETE, NE.ORMATIO Slump 4112 inches Concrete Temp 65 deg. F Cement Content 4.8 sacks Max. Aggregate 3/4 inch Air Content WA % Unit Weight N/A Ibs/ft3 Ticket No. 791893 Truck No. 427 Ambient temp 54 deg F Water Added On Site: OTHER: set 4/5 0 g/y3 Masonry: ❑ Other: INalOR Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 455 1419 1946 83 215 21.3 25 0 0 Ibs. Ibs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION y AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (, quhudV,TengTh bebwspeeaRc9Eion) A 6429 7 4/18/07 4.00 47600 12.56 3790 2 B 6429 28 5/9/07 4.00 76460 12.56 6090 2 C 6429 28 5/9/07 4.00 71530 12.56 5700 2 0 6429 H Hold Average 1 I at 28 days 5895 Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01!06 revised 10/01/013 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH RSCEIV remce1 ra a.a_a.c_.a_,.a.a.,..�t.y _e - DATA REPORT y PROJECT: Kohl's #11125 Tukwila DATE: April 11, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 187.00 of 197 Time Batched: Time Sampled 11:03 11:30 MAY 11 2007 cOmmuNITY DEVELOPMENT HMA PROJECT No.: 07-056-9 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: building perimeter Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8 yd3 Concrete: 0 Grout: NFORMA. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 4 1/2 inches 65 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibslft3 792047 442 60 deg F Water Added On Site: OTHER: set 515 0 g/y3 Masonry: ❑ Other 0 TO Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 448 1423 1946 80 215 21.3 35 0 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTIONz AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (required if afreneih A 6430 7 4/18/07 4.00 50730 12.56 4040 2 B 6430 28 5/9/07 4.00 78960 12.56 6290 2 C 6430 28 5/9/07 4.00 79230 12.56 6310 2 D 6430 H Hold Average PSI at 28 days 6300 Remarks: Date Received In Lab: 4/13/07 Tested By: GW Reviewed By: Compressive Strength 04/01/06 revised 10101/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 RECEIVED COMPRESSIVE STRENGTH ha mcelroy DATA REPORT MAY 11 2007'."° ''`° -` COMMUNITY DEVELOPMENT PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: April 27, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: GRID/ELEV: Pour Strip line A Cast By: J Pope Mix No: Sampled At. (yd3): 11.00 of 20 Load Size: Time Batched: Time Sampled 5:40 6:25 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 ran, ,,,6�¢ is b;4 `L. w T(l TESTS: ,; Concrete: Grout: 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 inches 68 deg. F sacks 3/4 Inch NIA % NIA Ibs/ft3 800206 467 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 AT . V Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA Admix 2 DSET Admix 3 Other 4940 Ibs. 15840 Ibs. 21520 Ibs. 0 lbs. 2075 lbs. 234 oz./ 360 oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (11,$) AVERAGE CROSS SECTION (Inch) COMPRESSIVE STRENGTH (psi) (Psi) TYPE OF FRACTURE /,,4,,;edff „�„ below A 6504 7 5/4/07 4.00 38050 12.56 3030 2 B 6504 28 5/25/07 C 6504 28 5/25/07 D 6504 H Hold , , Average PSI at 28 clays Remarks: Date Received in Lab: 4/30/07 Compressive Stronger 04/01/06 revised 10/41/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH �C ,i a m ce troy DATA REPORT iM /�C,1ayg a re -- °- y *4r PROJECT: Kohl's #11125 Tukwila DATE: April 4, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: footings 6.5-8: J Cast By: R Beckett Sampled At. (yd3): 5.00 of 20 Time Batched: Time Sampled 14:06 14:50 co /Op ire HMA PROJECT No.: ---`yr 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway J:7 448172 11.00 yd3 4 4x8 MATERIAL TESTED • Concrete: E Grout: CONCRETE INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. 4 inches 62 deg. F 4.8 sacks 7/8 inch N/A % N/A Ibs/ft3 467 deg F Water Added On Site: OTHER: set 5/5 O g/y3 Masonry: Other: TCH WEIGHT Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 Admix 3 Other 5000 lbs. 15840 lbs. 21560 lbs. 880 lbs. 2055 lbs. 234 oz./ 0 0 0 oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (,srp;,oair�„vn' below s ) A 6425 9 4/13/07 4.00 39450 12.56 3140 2 B 6425 28 5/2/07 4.00 70110 12.56 5580 2 C 6425 28 5/2/07 4.00 64880 12.56 5170 2 D 6425 H Hold Average PSI at 28 days 5375 Remarks: Date Received In Lab: 4/13/07 Tested By: GW Reviewed By: el� Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 411C,01 /Ell STRENGTH �k4}' 4-gyre 4 remcelro y DATA REPORT p W4740100), 200/• ��f� Fly" PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: April 19, 2007 BLDG PERMIT No.: 006-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Cement Concrete Paving GRID/ELEV: Loading Dock Cast By: Sean Flint Mix No: Sampled At. (yd3): 81.00 of 98 Load Size: Time Batched: Time Sampled 8:10 9:60 Concrete: [] Grout: Samples. Cast 450173 10.00 4 4x8 yd3 MAtLRIAL. ESTED =�r CONcRETE INFORMA. 1 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight 3 3/4 66 5 314 5.2 Ticket No. 796202 Truck No. 426 Ambient temp 54 deg. F inches deg. F sacks inch as'o Ibs/ft3 Water Added On Site: 0 gIy3 OTHER: Set 3/3 Stoneway QC added 1/4 gallon ADVA Masonry: Other: 0 .it1341 T R Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Daravai Admix 2 WRDA-64 Admix 3 Other 474 Ibs. 1295 Ibs. 1948 Ibs. 84 Ibs. 196 Ibs. 2 oz./ 27.6 oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA [ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (,�,strength below specification) A 6463 7 4/26/07 4.00 49600 12.56 3950 2 B 6463 28 5/17/07 r C 6463 28 5/17/07 D 6463 H Hold 1 i Average PSI at 28 days Remarks: Date Received In Lab: 4/20/07 Compressive Strength 04101106 revised 10101/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH 1MAY re m ce 1 r© k -u Redmond, WA 98052 DATA REPORT v'r ?0v ph:425.869-6750 CO fx: 425.869-6761 Of ZArr HMA PROJECT No.: 07-056-1 PROJECT: Kohl's #11125 Tukwila DATE: April 2, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 3500 psi at 28 days Pour Location: footings Cast By: T Best Sampled At. (yd3): 2.00 of 33 Time Batched: Time Sampled 14:30 5:10 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway 448172 11.00 yd3 4 4x8 cylinders Concrete: Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. c TE.:LNFORMATtOII `_ 4112 inches 67 deg. F 4.8 sacks 3/4 inch N/A % NIA Ibs/ft3 433 Water Added On Site: OTHER: OgIy3 Masonry: ❑ Other: Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA-64 Admix 2 Admix 3 Other Authorized By: zr� 454 lbs. 1436 lbs. 1956 lbs. 77 lbs. 212 lbs. 21.3 oz./ oz./ oz. COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTIONz AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE �a nngth A 6424 7 4/9/07 4.00 33530 12.56 2670 2 B 6424 28 4/30/07 4.00 77930 12.56 6200 2 C 6424 28 4/30/07 4.00 76660 12.56 6100 2 D 6424 H Hold i Average PSI at 28 days 6150 Remarks: Date Received In Lab: 4/4/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH ECE,VEu hayremceLi oy DATA REPORT aa MAY 02007, tkV,' Ou/wry HMA PROJECT N 07-056-1 Kohl's #11125 Tukwila April 19, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cement Concrete Paving Cast By: Sean Flint Sampled At. (yd3): 40.00 of 98 Time Batched: Time Sampled 6:38 7:30 Concrete: Grout: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast D06-388 Bayley Stoneway Loading Dock 450173 10.00 4 4x8 yd3 0 ��. ; e:CON TE: Slump 4 inches Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 65 5 3/4 4.9 796085 423 48 deg. F sacks inch Ibs/ft3 deg. F Masonry: 0 Other 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Daravai Admix 2 WRDA-64 Admix 3 Other 476 1296 1949 84 198 2 27.6 lbs. Ibs. Ibs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 213 Stoneway QC added 1/2 gallon of ADVA on site COMPRESSIVE STRENGTH TEST DATA jASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH TYPE OF FRACTURE a k i1 V n below below A 6465 7 4/26/07 4.00 47050 12.56 3750 2 B 6465 28 5/17/07 C 6465 28 5/17/07 D 6465 H Hold Average PSl at 28 days Remarks: Date Received In Lab: 4/20/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTii `CE/VE. hayrem,ctelroy - t] DATA REPORT 'MAr �.J �0� 71QOI N17y HMA PROJECT No.: 07-056-1 Kohl's #11125 Tukwila April 19, 2007 Strata, Inc N07004A 4000 psi at 28 days Cement Concrete Paving Sean Flint 10.00 of 98 5:55 6:45 BLDG PERMIT No.: 006-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway Loading Dock 450173 10.00 yd3 4 4x8 Concrete: D Grout: CRE NFORMA ;.� Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient tem 41/2 inches 66 deg. F 5 sacks 3/4 inch 5.8 1 bs/ft3 796062 422 46 d F Water Added On Site: 0.5 g/y3 Masonry: 0 Other: A mei Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Daravair Admix 2 WRDA-64 Admix 3 Other 469 1296 1949 88 197 2 27 Ibs. Ibs. tbs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: OTHER: Set 1/3 Stoneway QC added one gallon of ADVA on site Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE LAB No. i TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURENo. (mitered r gUb 1edO'''fn babwspecdcalbn) A 6464 7 4/26/07 4.00 49320 12.56 3930 2 B 6464 28 5/17/07 C 6464 28 5/17/07 D 6464 H Hold Average P I at 28 days Remarks: Date Received In Lab: 4/20/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: GW Reviewed By: -1"4 -Tf• L TE a4 i�.�.4�q'Pi r.s Aa -Mk 1Z - 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869--6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila April 20, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: plinths Cast By: Sean Flint Sampled At. (yd3): 11.00 of 11 Time Batched: Time Sampled 12:53 1:30 ReCevED MAY 0 7 2OQ7 HMA PROb,f�fUN �LpM Jam, BLDG PERMIT NPI D06-388 hayrem;celroy .--0- 07-056-1 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway BB/3.7, 4.2 6.8 and 7.3 11.00 4 4x8 yd3 Concrete: Grout: 0 'CONCRETE`INFORMAIN_, Slump Concrete Temp Cement Content Max. Aggregate Alr Content Unit Weight Ticket No. Truck No. ambient tem 4 1/4 64 6.9 3/4 796310 432 66 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: set 111 0 g/y3 Masonry: Other. El Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 660 1206 1942 91 229 28.1 33.3 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ 3 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTIONZ AREA (inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (required Hat+anyrh bebw speak:8 A 6466 7 4/27/07 4.00 73620 12.56 5860 2 B 6466 28 5/18/07 C 6466 28 5/18/07 D 6466 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/21/07 Compressive Strength 04/01/06 revised 10!01106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTH C'oV'flhayremcetroy Kohl's #11125 Tukwila DATA REPORT MAY cow � 7 2001/ 4EVELOP soir HMA PROJECT No.: 07-056-1 April 2, 2007 Strata, Inc N07004A 4000 psi at 28 days Footings T Best 2.00 of 33 14:30 15:10 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast D06-388 Bayley Stoneway 448172 11.00 4 4x8 cylinders yd3 Concrete: Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 67 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibs/ft3 433 Water Added On Site: OTHER: 24 g/y3 Masonry: 0 Other: Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other WRDA-64 545 1436 1956 77 230 21.3 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz. Authorized By: Contractor COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (required y� ,rte, belowspeciNpNon) A 6387 7 4/9/07 4.00 33530 12.56 2670 2 B 6387 28 4/30/07 4.00 59840 12.56 4760 2 C 6387 28 4/30/07 4.00 59280 12.56 4720 2 D 6387 H Hold ` Average PSI at 28 days 4740 Remarks: Date Received In Lab: 4/4/07 Compressive Strength 04101/06 revised 10101106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTH ReCervor;411111a remcelr© DATA REPORT r$(4) 0 Y _R.r, Y Kohl's #11125 Tukwila April 18, 2007 Strata, Inc N07004A HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley 3000 psi at 28 days SUPPLIER: Stoneway Footings & Stemwall GRID/ELEV: BB; 7.2 R Beckett 10.00 of 50 6:00 7:10 Mix No: Load Size: Samples. Cast 6000 10.00 yd3 3 4x8 cylinders MATERIAL I ESTER Concrete: 0 Grout: 0 CRETE. INFORMATION. ,; : Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4112 inches 58 deg. F 6 sacks 7/8 inch N/A % N/A I bs/ft3 795422 425 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 5670 lbs. 14080 lbs. 19560 lbs. 0 lbs. 1760 lbs. oz./ ozi ozi Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH STRENGTH (Psi) TYPE OF FRACTURE (required � ifsbengfh cabo`+: A 6501 12 4/30/07 4.00 65050 12.56 5180 2 B 6501 a 28 5/16/07 4.00 C 6501 28 5/16107 4.00 D 6501 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/27/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE CLIENT: COMP ESSIRES STRENGTH �t cr.., hayre_rince1.roy TA4v D DEI 011 HMA PROJEC`II' ? 07-056-1 Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 83.00 of 390.5 Time Batched: Time Sampled 6:06 :00 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 26 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 .:.MATERIAL TESTED'-=� Concrete: Grout: r ~., `CeONCRETE..fNFORI IIIATiOA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5112 inches 70 deg. F 6.9 sacks 3/4 inch 784031 422 I bs/ft3 Masonry: [] t<. Other: ill gt ! { S: - g Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 651 1209 1939 88 232 27.9 33.3 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ iA?•.�x4°:m int Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 3/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PIUr 33UU psi requwed. ffnot at strength, breaK AM 6 day cylinder on 4-2-07 CC 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUMAVERAGE LOAD (lbs)2 CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required ff strength below , A 6351 3 3/30/07 4.00 50450 12.56 4020 2 B 6351 6AM H 412/07 C 6351 6PM H 4/2/07 D 6351 7 413107 4.00 63340 12.56 5040 2 E 6351 28 4/24/07 4.00 104850 12.56 8350 2 F 6351 28 4/24/07 4.00 106560 12.56 8480 2 G 6351 H Average Pi at 28 days 8415 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01!06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTI;, C p hayremcelroy DATA REPORT �}- /1�� &_ti 5100 C1 hrM '� `MAYA 2O' Co HMA PROD ..vim r 07-056-1 Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 168.00 of 390.5 Time Batched: Time Sampled 6:56 7:45 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 24 Mix No: Load Size: Samples. Cast 671174 11.00 7 4x8 cylinders yd3 RIAL S Concrete: Grout: ❑ CONCRETE. NWQRMA"IEIO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 70 deg. F 6.9 sacks 3/4 inch 784070 429 Ibs/tt3 Masonry: 0 Other. 0 Er,4 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1208 1941 89 226 28 33.5 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 4/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 day cylinder on 4-2-01 L 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ffsvength A 6352 3 3/30/07 4.00 52380 12.56 4170 2 B 6352 6AM H 4/2/07 C 6352 6PM H 4/2/07 0 6352 7 4/3/07 4.00 72850 12.56 5800 2 E 6352 28 4/24/07 4.00 112720 12.56 8970 2 F 6352 28 4/24/07 4.00 110630 12.56 8810 2 G 6352 H Average PSI at 28 days 8890 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: GI 4 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH R&,,, hayMemcetroy DATA REPORT etfp Wily 072007 c'SeHMA PROJECT1Qt qe, . BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 20 Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels Sean Flint 199.00 of 390.5 7:13 8:00 07-056-1 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: Grout: Cc1CRETE 1NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 68 6.9 3/4 784086 404 inches deg. F sacks inch I bs/ft3 Masonry: ❑ Other: Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other CH,'WE€GI: I,TSi- 650 .r 1228 1940 91 226 28 33.2 lbs. lbs. lbs. Ibs. Ibs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 5/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 day cylinder on 4-2-07 L 6:00 AM COMPRESSIVE STRENGTH TEST DATA {ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH {Psi} TYPE OF FRACTURE (required balowscado„/ A 6353 3 3/30/07 4.00 51040 12.56 4060 2 B 6353 6AM H 4/2107 C 6353 6PM H 4/2/07 D 6353 7 4/3/07 4.00 69610 12.56 5540 2 E 6353 28 4/24/07 4.00 113860 12.56 9070 2 F 6353 28 4/24/07 4.00 106280 12.56 8460 2 G 6353 H Average PSI at 28 days 8765 i Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01166 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGT CEjVEb DATA REPORT 'MAY comry Kohl's #11125 Tukwila HMA PROJECT .. 07-056-1 hayremce[roy March 27, 2007 Strata, Inc N07004A 4000 psi at 28 days Tilt panels Sean Flint 241.00 of 390.5 7:31 8:45 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Concrete: Grout: IN,CRET : tNF0RMAT1ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 67 6.9 3/4 784106 440 inches deg. F sacks inch Ibs/ft3 Masonry: D06-388 Bayley Stoneway Panel 17A 671174 11.00 7 4x8 cylinders yd3 Other. `BATettWEI 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 lbs. 1209 lbs. 1950 lbs. 90 lbs. 227 lbs. 28 oz./ 33.5 oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 6/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 clay cylinder on 4='1-Uf1 16:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER Y MAXIMUM LOAD (lbs)2 AVERAGE CROSS SECTION AREA (lnch ) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE h � A 6354 3 3/30/07 4.00 49200 12.56 3920 2 B 6354 6AM H 412/07 C 6354 6PM H 4/2/07 D 6354 7 4/3/07 4.00 68890 12.56 5480 2 E 6354 28 4/24/07 4.00 108410 12.56 8630 2 F 6354 28 4/24/07 4.00 105980 12.56 8440 2 G 6354 H Average PSI at 28 days 8535 Remarks: Date Received In Lab: 3/28107 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH ecovebhayremcelroy -„°-- DATA REPORT Y07100r COMMUNfv HMA PROJE > 07-056-1 PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: Panel 9A Cast By: Sean Flint Mix No: Sampled At. (yd3): 303.00 of 390.5 Load Size: Time Batched: Time Sampled 8:37 9:15 Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: 9 Grout: iNCRE E iFORMATTO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 inches 65 deg. F 6.9 sacks 314 inch 784183 422 Ibs/ft3 Masonry: Other: Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 lbs. 1206 lbs. 1936 lbs. 89 lbs. 231 lbs. 28 oz./ 33.2 oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 7/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:001-14, 3500 psi required. it not at strength, break AM b day cylinder on 4-2-07 j 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE l.eer��r�, 6ebwspecldcatfoni A 6355 3 3/30/07 4.00 56030 12.56 4460 2 B 6355 6AM H 4/2/07 C 6355 6PM H 4/2/07 D 6355 7 4/3107 4.00 74210 12.56 5910 2 E 6355 28 4/24/07 4.00 107360 12.56 8550 2 F 6355 28 4124107 4.00 108820 12.56 8660 2 G 6355 11 Average P$I at 28 days 8605 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: CH Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1206 1938 89 231 28 33.2 lbs. lbs. lbs. lbs. lbs. ozJ oz./ oz./ Masonry: 0 Other. 0 1:=.:are3r ;-'rz: a ,751. p:a;x 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH ECOry� re m ce lro -- -- DATA REPORT A 4y U v v p ca X 2401 HMA PROJECT No.: 07-056-1 PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 345.00 of 390.5 Time Batched: Time Sampled 9:12 9:45 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 12 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 rte;..,.. ;TERIAi ESTED,°':; .; Concrete: 0 Grout: RETE INFORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 1/2 64 6.9 3/4 784225 412 inches deg. F sacks inch a/a Ibs/ft3 Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 8/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3600 psi required. If not at strength, break AM 6 day cylinder on 4-2-07 g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE (reauaeausae�m bedew specification) A 6356 3 3/30/07 4.00 52840 12.56 4210 2 B 6356 6AM H 4/2/07 C 6356 6PM H 4/2/07 0 6356 7 4/3/07 4.00 67510 12.56 5380 2 E 6356 28 4/24/07 4.00 113390 12.56 9030 2 F 6356 28 4/24/07 4.00 111670 12.56 8890 2 G 6356 H Average PSI at 28 days 8960 -- Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: €)N 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH b hayremcelr DATA REPORT,q(+�.iv:.._.- :.:_...ao:...y SAY �p 2007 HMA PR Ni7) 07-056-1 SVT BLDG PERMIT No.: D06-388 PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 376.00 of 390.5 Time Batched: Time Sampled 9:31 10;00 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway Panel 11 671174 10.00 yd3 7 4x8 cylinders MA L TED":. Concrete: Grout: 0 CONCRETE • .ORIIAA . CN Slump 5 inches Concrete Temp 62 deg. F Cement Content 6.9 sacks Max. Aggregate 3/4 inch Air Content Unit Weight Ibs/ft3 Ticket No. 784252 Truck No. 422 Other Masonry: ❑ Other: 0 Cement 651 lbs. Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 1202 lbs. 1938 lbs. 91 lbs. 229 lbs. 28 oz./ 33.2 oz./ oz. Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 9/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4-2-07 @ 631U AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psj) TYPE OF FRACTURE l+eau�nar�„arn °ab"' on) A 6357 3 3/30/07 4.00 52710 12.56 4200 2 B 6357 6AM H 4/2/07 C 6357 6PM H 4/2/07 D 6357 7 4/3/07 4.00 71620 12.56 5700 2 E 6357 28 4/24/07 4.00 116800 12.56 9300 2 F 6357 28 , 4/24/07 4.00 107880 12.56t 8590 2 G 6357 H i AI r Average at 28 days M45 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTHLL�� hayrem_ cetroy -0-- DATA REPORT `' CCeiver) SAY 0 2 841 HMA PR(R� 07-056-1 Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 21.00 of 390.5 Time Batched: Time Sampled 5;30 6:15 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 006-388 Bayley Stoneway Panel 5 671174 11.00 7 4x8 cylinders yd3 ;,1ViATERIAL TESTED Concrete: 0 Grout: NCRETE INPORNIA' Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/4 inches 69 deg. F 6.9 sacks 3/4 Inch 784020 433 OA Ibs/it3 Masonry: ❑ Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 653 1207 1944 87 230 28.1 33.3 Ibs. Ibs. lbs. lbs. Ibs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 1 /9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required: T no a s en , break AM 6 day cylinder on4-2 07 @i6:0tFAf17� COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION�„�,, AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE °eb"'"a"°') A 6349 3 3/30/07 4.00 48040 12.56 3820 2 B 6349 6AM H 4/2/07 C 6349 6PM H 4/2/07 D 6349 7 4/3/07 4.00 67480 12.56 5370 2 E 6349 28 4/24/07 4.00 113250 12.56 9020 2 F 6349 28 4/24/07 4.00 106060 12.56 8440 2 G 6349 H Average PSI at 28 days 8730 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: i' 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 53.00 of 390.5 Time Batched: Time Sampled 5:40 6:30 R remcelroy MAY o72801 DQFN17y HMA PROJECT No.: hie 7-056-1 -6 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 36 Mix No: Load Size: Samples. Cast 571174 11.00 7 4x8 cylinders yd3 ED, Concrete: [j Grout: CRETE::INFORMATIO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 inches 70 deg. F 6.9 sacks 3/4 inch 784023 450 Ibslft3 Water Added On Site: 0 gly? Masonry: ❑ Other: 0 t02 - Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 645 1206 1944 99 2230 28.1 33.3 lbs. lbs. lbs. lbs. lbs. oz./ oz. oz./ Authorized By: OTHER: Set 2/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 clay cylinder on 4-2-01 (a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)Z AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE if strength A 6350 3 3/30/07 4.00 49900 12.56 3970 2 13 6350 6AM 11 4/2/07 C 6350 6PM H 4/2/07 D 6350 7 4/3/07 4.00 68190 12.56 5430 2 E 6350 28 4/24/07 4.00 100440 12.56 8000 2 F 6350 28 4/24107 4.00 105450 12.56 8400 2 G 6350 H Average PSI at 28 days 8200 Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: hayremcetroy RFCEIVED APR 26 20011 • SPECIAL INSPECTION DAILY REPORT , COmMUNITY Project Information IWVELOPMEN1 Contract lnformauun Date: April 6, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 34 Date Reviewed: 4/11/07 Project Location: 17220 South Center Parkway Mileage: 0 (Included in Vancouver Report) Client : ... _... Strata, N07001A _ Per Diem Days: — . _ _ 0 - Contractor: Bailey Calendar Days Remaining: -- Work Condition's '' , - — 'Inspection Type (s) / Coverage Temperature 75 degrees F Documents Referenced: Approved Plans: Weather Sunny Site Condition Dry Site Equipment: I3 Structural Maionry ' ' ! ; . 3Izt Structural Steel/Welding -:;' , , ,. D Foiindatinn/Salls 0 Ught Gauge Framing -- - - -, ci Lateral Wend Framing :' :: . .' 0 Batch Plant ., .:1 Reinforced Concrete 0 Shotcrete' 0 Post -Tensioned 67ncret,,„,,, o Fire -Fronting Location and Description of Inspection On site as requested for epoxy dowel installation as required by project plans and specifications. Monitored Installation of #6 bars in exterior footings at grade beams at grids J/5, J/5.6, G.9/6, G.9/7, G.9/8 and G.919 in accordance with RFI # 15. Specified 90 degree #6 bars were installed in drilled holes, which were observed to be clean and free of dust and debris. Specified Simpson AT13 epoxy from batch number 035030LL with an expiration date of 10/07 was utilized. Specified minimum embedment of 6" was achieved or exceeded at all locations. To the best of my knowledge, workmanship and materials are in conformance with project plans and specifications. items requiring correction None HMA inspector Print Name Clete Henke HMA Representative Signature . Project Hours Start Time: 14:30 Finish Time: 18:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremceLroy Rec&vet) 'APR 2804 bawA,„,.. try . SPECIAL INSPECTION DAILY REPORT ' :ij , Ron Beckett Project information Contract information HMA Representative Signature Date: April 4, 2007 Permit No: D06-388 ' • Project Hours Project Name: Kohl's #11125 -Tukwila Contract Duration: — 5:45 Acknowledged By Signature Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 33 Date Reviewed: 4/9/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata., N07004A Per Diem Days: 0 Contractor _ Bailey Calendar Days Remaining: -„ Work Conditions ' ' : '. inspection Type (s) /Coverage Temperature 62 degrees F Documents Referenced: Approved Plans: Weather Cloudy Site Condition Dry Site Equipment: o Structural Masonry ' - - o Structural SteelANelding " : ,D Foundation/Sons o Light Gauge Framing . : - ;.: in Lateral Wood Framing . . , _ ' - a : o Batch Plant i Reinforced Concrete : a :Shotcrete ' :a- Post -Tensioned Concrete ' o ' Fire -Proofing ',. Location and Description of inspection HMA representative on site to perform special inspection on reinforced concrete and to sample fresh concrete. Steel inspected for size, shape, grade, laps, clearance and workmanship. Steel inspected per detail 2 on page 51.3 One sample of fresh concrete obtained. All applicable tests completed and one set of four 4" x 8" compressive strength specimens made. Observed 20 cubic yards of Stoneway Mix #448172 placed into forms for footings at 6.5-8 on J line and J to J.2 on 5 line. To the best of my knowledge, workmanship and materials are in conformance with project plans and specifications. Items requiring correction None • HMA Inspector Print Name , Ron Beckett HMA Representative Signature • Project Hours Start Time: 12:15 Finish Time: 5:45 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy Prcenteto APR 2 6 20071 DEVELOPtimr SPECIAL INSPECTION DAILY REPORT Travis Best Project Information Contract Information Date: April 2, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: — 16:30 Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 32 Date Reviewed: 4/7/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor; _ Bailey Calendar Days Remaining: _ — Work Conditions : _.. ;. Inspection Type (s) / Coverage , r.`� ;:-. �.; :;; „=::,_ Temperature 42 degrees F Documents Referenced: Approved Plans: Weather Overcast Site Condition Drying Site Equipment: a Structural Masonry © Structural Steel/We ding �" :- , a Foundation/Soils '0 o Light Gauge Framing : g 9 `� o " Lateral Wood Framing .. ".- "" "...,. ;, . �:_ .; .=" :: "" o" : Batch Plant: ✓ Reinforced Concrete: - Shotcrete i ;IPost Tensloned.Concrete' ... o Fire-Proofin j . ...... ° . " _.. ..., Location and Description of inspection:...... .,. _..� :.. . .. ... ....... 13:30 Arrived on site at the request of Strata to obtain and sample concrete provided by Stoneway Concrete, mix #448172. Footings were placed on the eastern perimeter. Slump was 4 "A", temperature of concrete was 67° F, and 24 gallons of water was added on site by contractor. Made one set of four 4" x 8" compressive strength cylinders from yard 2 of 33. Concrete was consolidated by vibrator. To the best of my knowledge, workmanship and materials are in conformance with project plans and specifications. items requiring correction None HMA Inspector Print Name Travis Best HMA Representative Signature Observation Hours Time Arrived: 12:00 Time Departed: 16:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01106 hayremcelroy RECEIVED ?APR 2 6 2001i cola SPECIAL INSPECTION DAILY REPORT,- Gh' pplyi Project Information Contract Information Date: 4-3-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 31 Date Reviewed: 4/11/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 .Contractor: .- Bayley Calendar Days Remaining: -- _ ._ ,. Work Conditions ' Inspection Type (s) /Coverage ' . .. , Temperature Documents Referenced: Approved Plans and Specifications Weather Site Condition Site Equipment: n Structural n . Masonry.' Struding, cturat Steel/W ,. o FaundatioN$oils ^ - , . , . : D Li Light Gauge Framing ' �a Lateral Wood FraIng° ❑ . Batch Plant j., ✓ .Reinforced,Concrete =< ;= f =, CI ... Shotcrete Post -Tensioned Concrete.:;" _ ::: - e'e ar Fire-Proofing " ocation and Description of InsPection Requested to be on site for inspection of concrete placement for 7:00 AM concrete. At 6:17 AM received phone call while nearly to jobsite from Shane wISAK cancelling inspection. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. .. . ..° items requiring correction None HMA Inspector Print Name : Sean Flint HMA Representative Signature Project Hours Start Time: 05:30 Finish Time: 07:00 Acknowledged By Signature Page 1 of 1 F DFR 04/01/05 revised 10!01106 hayremcelroy RECEIVED APR 2 6 201171 SPECIAL INSPECTION DAILY REPORT . ' DEVECORIA47. Project information Contract Information Date: 3-28-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 28 Date Reviewed: 4/11/07 Project Location: 17150 South Center Parkway Mileage: 42 Client : Strata, N07004A Per Diem Days: 0 Contractor: Bayley Calendar Days Remaining: -- :Work Conditions '• • ',' - • ' :' :' -,.. • ' Inspection Type (s) 1 Coverage- Temperature 40 deg F Documents Referenced: Approved Plans and Specifications Weather Partly cloudy Site Condition Dry Site Equipment: ,., o Structural Masonry ' - = , ` In Structural Steel/Welding , ' : . - ,,, . ' o Foundation/Soils : i : ,. :- ' ' a Light Gauge Framing , , ' ;! - •:',": : :' ',. a Lateral Wood Framing - r ,' ',', • ', :i , a Batch Plant :. D Reinforced Concrete • 0 Shotcrete ' l',. •-, :•': -,- ,' - : a Post -Tensioned conCrete' ' n Fire -Proofing ' -:;‘,, ,:' :''•:::,H; ,, , ', - , ,s : : • - : :, , Location and Description of Inspection ' ' :,:-';,E, ? k ---'::,'1,,''',';' :,:'`:.;,5•-q's:I.'. -, ,:'i'• On site to pick up strength test specimens and transported them to the lab. Attended conference call with superintendent (Jeff wlBayley) and structural engineer regarding embedment depth of epoxy installed bolts. Engineer indicated that an embedment depth of 4 W for 1/2bolts would be sufficient. Engineer will forward a table for embedment depths for all bolt sizes to Jeff via e-mail. Items requiring correction . None HMA inspector Print Name Sean Flint HMA Representative Signature Project Hours Start Time: 6:00 AM Finish Time: 9:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcetroy RECEIVED 'APR 2 6 2007 c° ----,reacivr • SPECIAL INSPECTION DAILY REPORT Project information Contract Information Date: March 22, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 24a Date Reviewed: 3/29/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, Inc., Project N07004A Contract Calendar Days Used: -- Contractor Bailey Construction Calendar Days Remaining: -- Work Conditions „ •' •- - inspection Type (s) I Coverage „ Temperature 42 degrees F Documents Referenced: none Weather Overcast Site Condition Dry Site Equipment: 'd :, Structural Masonry ' , ', — ' ' ' ' . o -Structural Steel/Welding . : a ' ' Foundation/Solls , - , o: ':I_Ignt Gauge Framing : (: a - Lateral Wood Framing , -. a Batch Plant '. -,"Reinforced Concrete „ : - -a . ShotCrete b Post-TensionedConcrete , b. Fire -Proofing '• ..',:; - '`°;-..-' -' '. , ,„ ? . F-.,, ' ,,. Location and Description of Inspection - -',' - : '-- -.1-',' i'':, ,';•''',,:''.9. 1 ' -':,`:, '", '', -".,1f,'-`1;'---,:'-`;::- On site to pickup, transport, strip, and log concrete compressive strength specimens cast on March 21, 2007. Items requiring correction • -- - .' -- ; , -.!; :', ,-., ' 2',',.':- i; None HMA Inspector Print Name . •Sean Flint HMA Representative Signature Project Hours Start lime: 06:30 Finish Time: 09:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy RECEIVED 0APR 2 6 2007 colllpmumnv SPECIAL INSPECTION DAILY REPORT m"`4041-' Sean Flint Project Information Contract Information Date: March 21st,2007 Permit No: -- D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- 3:00 PM Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 24 Date Reviewed: 3/29/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, Inc., Project N07004A Contract Calendar Days Used: -- Contractor. Bailey Construction Calendar Days Remaining: -- Work Conditions . " : inspection Type (s)1 Coverage . ; - : ".: "- _,"-::.::: .: " • , , . ,: ; .: `': < : Temperature 48 degrees F Documents Referenced: Approved Plans and specs Weather Overcast Site Condition Dry Site Equipment oi. ' Structural Masonry 0" Structural Steel/Welding`1 o' oundati n/Solls F ct 0'.Light Gauge Framing }.nLateral Wood Framing o Batch Plant ,,, A Reinforced Con Sho ° q6 .si tcrete ,. -gym:- [PostTensioned c nc = r Fire=Poofing , >' y.: Location and Description of inspection On site to inspect concrete placement for tilt panels. Re -steel was previously inspected. A total of 467 yds3 of Stoneway mix #6000 was placed via pump and mechanically consolidated. Results of slump, temperature, mix design, and mix proportions are presented on the concrete compressive strength test forms for each set cast. Ten samples of concrete were obtained and sets of four compressive strength cylinders (4' x 81 were cast for each. All samples tested for slump and temp were found to meet specifications. Location: Panel #s —1, 2A, 2B, 3, 29-35 and 38-71 Items requiring correction None . HMA Inspector Print Name ' Sean Flint . HMA Representative Signature Project Hours Start lime: 04:00 AM Finish Time: 3:00 PM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayrernceiroy RECEIVED 'APR 2 6 2001 COMM SPECIAL INSPECTION DAILY REPORT . ' i btrVELOPiii.14 Sean Flint Project Information Contract Information Date: March 20th ,2007 Permit No: -- D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- 11:30 AM Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 23 Date Reviewed: 3/29/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, Inc., Project N07004A Contract Calendar Days Used: -- Contractor Bailey Construction Calendar Days Remaining: – Work Conditions ' ' : ' ' .,:' ' : " ' '-' Inspection Type (s} (Coverage Temperature 48 degrees F Documents Referenced: Approved Plans and specs Weather Overcast Site Condition Dry Site Equipment: o 'Structural Masonry = 1 — :' - ' . ' `;. o Structural Steil/Welding :' : o FoundatIoniSolli : '' , -: :,:: . 1 — ' • ' . n . Light Gauge Framing .':_ : : ''''• , - 0 ' Lateral Wood Framing , ' ' '.'': '' ':-. ,. ' 0 Batch Plant , " ,i R I 'forced Concrete ' n "Stiottreizo 6 ; Post-Tensloned Concrete- ,• . a ', Fire -Proofing ', ,.--.7',',.:: '-• „ 1' ' -: < : - ' .. ,: : • :, - : Location and Description of inspection On site to inspect reinforcing steel for tilt panels. All reinforcing is in place and per approved plans. Panels are scheduled to be placed 3-21-2007. Location: Panel #s — 1, 2A, 2B, 3, 29-35 and 38-71 Items requiem.' correction • - . - 1 ,. .. None HMA Inspector Print Name Sean Flint HMA Representative Signature Project Hoots Start Time: 06:30 Finish Time: 11:30 AM Acknowledged By Signature age 1 o F DFR 04/01/06 revised 10/01/06 hayremce!roy RECEIVED APR 2 6 20071 DEM MnsfN SPECIAL INSPECTION DAILY REPORT —• --'"4111, Project Information Contract Information Date: March 16th ,2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 23a Date Reviewed: 3/29/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, Inc., Project N07004A Contract Calendar Days Used: -- Contractor. Bailey Construction Calendar Days Remaining: -- Work Conditions Inspection Type (s) / Coverage.:.: Temperature 42 degrees F Documents Referenced: none Weather Overcast Site Condition Dry Site Equipment: D Structural Masonry . _-. � . Structural Steel/Welding . ,.. D Foundatiion/Soils '- . - _ s -. n "tight Gauge framing W.� D :Lateral Wood Framing' :'. - :,: ; .o . Batch Plant Reinforced Concrete� n Shotcrete D � Post Tensioned �Goncrete. _ � Fire -Proofing. and Description of Inspection: . ';r;."'' On site to pickup, transport, strip, and log concrete compressive strength specimens cast on March 15, 2007. 'Items.requiring correction None HMA Inspector Print Name Sean Flint HMA Representative signature Project Hours Start Time: 06:30 Finish Time: 09:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy RECEIVED 'APR 2 6 20071 SPECIAL. INSPECTION DAILY REPORT D0161MuNrrY Project Information Sean Flint/Rory Bosma (both for duration) Contract Information On site to perform inspection for concrete placement for remaining portion of slab on grade #2. A total of 412 yds3 of Stoneway mix #448172 was placed via pump and mechanically consolidated. Concrete was tested and nine sets for strength test specimens were cast. Re -steel was maintained in center of slab using sang plate chairs. Cast eight sets of four 4" x 8" concrete compressive strength specimens. Location -- A to D.5/1 to 5.5 Date: 3-15-07 Project Hours Permit No: D06-388 Acknowledged By Signature Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy OFR No: 22 Date Reviewed: 3/29/07 Project Location: 17150 South Center Parkway Mileage: 84 Client : Strata, N07004A Contract Calendar Days Used: __ Contractor. Bayley Cafendar Days Remaining: — Work Conditions inspection Type (0/Coverage Temperature 32 deg F Documents Referenced: Approved Plans and Specifications Weather Cloudy Site Condition Dry 'Site Equipment: o ' Structural Masonry tt v° Structural SteeI1Weldln ry r g Foundationlsoils D ing - Light Gauge Prattling © Lateral Wood Framin o Batch Plant' m Reinforced inforced Concre 0 ShotcreteH' � " Post - Halo nc �;�' �•�;;,:'r-:� Te ned Co rete [t` ;Fire -Proofing !='�:T . -..,. Y.���� 9q .,.;;�;:.�.a "e Location and Desert on of Ins pediem °° --';! Items requiring correction None HMA Inspector Print Name ` Sean Flint/Rory Bosma (both for duration) On site to perform inspection for concrete placement for remaining portion of slab on grade #2. A total of 412 yds3 of Stoneway mix #448172 was placed via pump and mechanically consolidated. Concrete was tested and nine sets for strength test specimens were cast. Re -steel was maintained in center of slab using sang plate chairs. Cast eight sets of four 4" x 8" concrete compressive strength specimens. Location -- A to D.5/1 to 5.5 Project Hours Start Time: 12:00 AM Finish Time: 9:00 AM Acknowledged By Signature To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items requiring correction None HMA Inspector Print Name ` Sean Flint/Rory Bosma (both for duration) HMA Representative Signature Project Hours Start Time: 12:00 AM Finish Time: 9:00 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremceroy RECEIVED ►APR SPECIAL INSPECTION DAILY REPORT . ti "w f Sean Flint Project Information Contract Information DMop HMA Representative Signature Date: March 14, 2007 Permit No: D06-388 ANT Start Time: Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 • Reviewed by: J. McElroy DFR No: 21a Date Reviewed: 3/29/07 Project Location: 17220 South Center Parkway Mileage: 42 Client : Strata, Inc., Project N07004A Contract Calendar Days Used: -- Contractor: Bailey Construction Calendar Days Remaining: -- Work Conditions ' .Inspection Type (s) T Coverage.: Temperature 42 degrees F Documents Referenced: none Weather Overcast Site Condition Dry Site Equipment: n Structural Masonry ❑ Structural Steel/Welding Q Foundation/Soils o- o Light Gauge FramingQ o Lateral Wood Framing ,u" Batch Plant 1 Reinforced Cncrete o.: Shotcrete' � Post -Tensioned Concrete' "a Fire -Proofing 9: Location and Description of Inspection >"`... ;v`:�`,' '�;-��_�" On site to pickup, transport, strip, and log concrete compressive strength specimens cast on March 13, 2007. Items requiring correction • None - HMA Inspector Pant Name • • Sean Flint HMA Representative Signature Project Hours - Start Time: 06:30 Finish Time: 09:30 AM Acknowledged By "Signature Page 1 of 1 F DFR 04/01)06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENCRECEIVED hayremcelroy � . •• DATA REPORT MPR 2 6 2007, CD�UPMITY Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels psi at 28 days Sean Flint 337.00 of 467 9:17 9:45 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast D06-388 Bayley Stoneway panel 51 6000 11.00 4 4x8 yd3 R1AL TESTED is fl°eidtA j'L'.. Concrete: 0 Grout: :'CONCRETE:INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/4 70 6 3/4 781606 434 inches deg. F sacks inch Ibs/ft3 elsjs Water Added On Site: 0 g/y3 TCH WEI . 'r .<i; Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 563 Ibs. 1381 Ibs. 1954 lbs. lbs. 236 Ibs. oz./ oz./ oz./ Masonry: ❑ Other. mg Authorized By: OTHER: Set #8 Cylinder break dates - 1,11,28,28,Hold. Break 11 day cylinder 4-2-07 a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION Z AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ifre A 6303 7 3/28/07 4.00 55350 12.56 4410 2 B 6303 11 4/2/07 4.00 63940 12.56 5090 2 C 6303 28 4/18/07 4.00 78260 12.56 6230 2 D 6303 28 4/18/07 4.00 74080 12.56 5900 2 E 6303 H Average P$I at 28 days 6065 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101!06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: i?FJF1VED COMPRESSIVE STRENGTI PR 2 6 h a re m c e l ro DATA REPORT DCCONimuNI Y Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels psi at 28 days Sean Flint 381.00 of 467 9:44 0:00 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway panel 54 6000 11.00 4 4x8 yd3 s Concrete: Grout: 0 CONCiETE'INFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 76 6 3/4 781636 445 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: Set #9 0 g I Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1377 1956 lbs. lbs. lbs. lbs. 236 lbs. ozJ oz./ oz. Authorized By: Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-2-1]I (gi ti:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD Ps) AVERAGE CROSS SECTION COMPRESSIVE STRENGTH (psi)(Inch} (psi) TYPE OF FRACTURE (required !> specification) A 6304 7 3/28/07 4.00 57280 12.56 4560 2 B 6304 11 412/07 4.00 70000 12.56 5570 2 C 6304 28 4/18/07 4.00 79170 12.56 6300 2 D 6304 28 4/18/07 4.00 75920 12.56 6040 2 E 6304 H Average PSI at 28 days 6170 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled RECEIVED COMPRESSIVE STRENGTH ayremceFlroy- DATA REPORT !APR 2 6 noil COMMUNiTy DEVELOPlidFNT" Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A 4000 psi at 28 days Tilt panels Sean Flint 435.00 of 467 10:10 10:45 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 1 Mix No: Load Siie: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: E Grout: 0 NNGRRE, E 1NFORMPJId$ Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 72 deg. F 6 sacks 3/4 inch 781691 433 Ibsfft3 Water Added On Site: OTHER: Set #10 0 g/y3 Masonry: ❑ Other 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1381 1956 236 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-2-0T (g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)2 AVERAGE CROSS SECTION (inch2) COMPRESSIVE STRENGTH (P OAREA TYPE OF FRACTURE babe specification) A 6305 7 3/28/07 4.00 55680 12.56 4430 2 B 6305 11 4/2/07 4.00 63670 12.56 5070 2 C 6305 28 4/18/07 4.00 69330 12.56 5520 2 D 6305 28 4/18/07 4.00 70650 12.56 5630 2 E 6305 H Average PSI at 28 days 5575 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 64101106 revised 10101!06 Tested By: GW Reviewed By: 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH REC IV r t -pg,, P n.w DATA REPORT APR 2 6 2007i COMMUNITY DEVELOPMENT PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: Panel 29 Cast By: Sean Flint Mix No: 6000 Sampled At. (yd3): 11.00 of 467 Load Size: Time Batched: 5:35 Samples. Cast 4 4x8 cylinders Time Sampled 6:00 yd3 ti'MATERIA Concrete: ID Grout 0 WONCRETE(NFORMA"1ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5' inches 66 deg. F 6 sacks 3/4 inch 781420 468 Ibsfft3 Water Added On Site: 0 gfy3 OTHER: Set #1/10 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 568 1368 1943 lbs. lbs. lbs. lbs. 235 lbs. ozJ oz. oz./ • Authorized By: Cylinder break dates - 7,11, W,2d,Rold. Break 11 day cylinder 4-2-07 (g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE r, f,,�„ below s xrceeon) A 6296 73128107 f412107 4.00 53830 12.56 4290 2 B 6296 11 4.00 59980 12.56 4780 2 C 6296 28 _ 4/18/07 4.00 70420 12.56 5610 2 D 6296 28 4/18/07 4.00 82360 12.56 6560 2 E 6296 H Average PSI at 28 days 6085 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTHRECEWER PROJECT: Kohl's #11125 Tukwila ayre.me °Y - DATA REPORT APR 2 6 20071 DEERF�JNT HMA PROJECT No.: 07-056-1 DATE: April 11, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG closure strip GRID/ELEV: building perimeter Cast By: Sean Flint Mix No: Sampled At. (yd3): 10.00 of 197 Load Size: Time Batched: Time Sampled 6:07 6:30 Samples. Cast 448172 10.00 4 4x8 yd3 "MATERIALTESTED' Concrete: Grout: 0 CRETE.1NFORMA Slump 4 inches Concrete Temp 64 deg. F Cement Content 4.8 sacks Max. Aggregate 3/4 inch Air Content N/A % Unit Weight N/A Ibs/ft3 Ticket No. 791667 Truck No. 427 Ambient temp 38 deg F Water Added On Site: OTHER: set 1/5 O g/y3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 450 1431 1942 80 186 21.3 35 0 0 lbs. lbs. Ibs. lbs. lbs. oz./ oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019) SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)2 AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE below s Nm A 6426 7 4/18/07 4.00 53810 12.56 ,, 4280 2 B 6426 28 5/9/07 C 6426 28 5/9/07 D 6426 H Hold A Average PSI at 28 days ' Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: SN 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE REPORTSTRENGTH �EC �VE[�'ayremceLroy Kohl's #11125 Tukwila April 11, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 42.00 of 197 Time Batched: Time Sampled 6:49 7:30 IAPR 2 s 20011 COMMUNITY HMA PROJEWNWPMENT 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: building perimeter Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 yd3 TED Concrete: 9 Grout: 0 ONCRETE.INFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 31/2 inches 65 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibs/ft3 791690 429 42 deg F Water Added On Site: OTHER: set 212 O g/y3 Masonry: 0 Other. 0 • Am .ft Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 448 1418 1943 80 214 21.3 34.5 0 0 lbs. lbs. lbs. lbs. lbs. oz./ oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. ' TEST AGE DAA OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (PSI) TYPE OF FRACTURE (,OQ1f,,�ff�, 8elowspecrwaboy A 6427 7 4/18/07 4.00 54840 12.56 4370 2 B 6427 28 5/9/07 C 6427 28 5/9/07 D 6427 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01/06 revised 10/01106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila April 11, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 94.00 of 197 Time Batched: Time Sampled 8:24 9:15 RECEIVE■�D1remcelr-o -'J , „„--t:... Inc + 'APR 2 6 20011 DEVELOPMENT HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 006-388 Bayley Stoneway building perimeter 448172 10.00 4 4x8 yd3 Concrete: Grout: 0 N cRETE:1NFORMATI+ s!' Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 4 114 inches 65 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibs/ft3 791801 442 45 deg F Water Added On Site: OTHER: set 3/5 0 g/y3 Masonry: ❑ Other. 0 • WOKS, Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 451 lbs. 1423 Ibs. 1942 lbs. 83 Ibs. 216 lbs. 21.3 oz./ 35 oz./ 0 oz./ 0 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE p rid r,�� beim speciric:00 l A 6428 7 4/18/07 4.00 51540 12.56 4100 2 B 6428 28 5/9107 . C 6428 28 5/9/07 D 6428 H Hold Average P I at 28 days Remarks: Date Received In Lab: 4113/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: �°N 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 t'x: 425.869-6761 PROJECT: DATE: CLIENT: RECEIVED COMPRESSIVE STRENGTH yremcelrOy DATA REPORT APR 26 :....a.=.:::,... a.,.::.... COMMUNITY DEVELOPMENT Kohl's #11125 Tukwila April 11, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG closure strip Cast By: Sean Flint Sampled At. (yd3): 136.00 of 197 Time Batched: Time Sampled 9:29 10:00 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: building perimeter Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8 yd3 r!"S" 7 - ;MATERIAL :TESTED; Concrete: El Grout: NC E:[NFORMA ON: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 41/2 inches 65 deg. F 4.8 sacks 314 inch N/A N/A Ibs/ft3 791893 427 54 f,9 Water Added On Site: OTHER: set 4/5 0 g ly3 Masonry: ❑ Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 455 1419 1946 83 215 21.3 25 0 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C180, C1019 SAMPLE No. LAB No, TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE frequevatoongth barrow speartmtion) A 6429 7 4/18/07 4.00 47600 12.56 3790 2 B 6429 28 5/9/07 C 6429 28 5/9/07 D 6429 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/13/07 Tested By: GW Reviewed By: 414 Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT RECEIVED hayremcet.roy 'APR 2 6 20071 :. DEEVEL OPM p PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.. 07-056-1 DATE: April 11, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG closure strip GRID/ELEV: building perimeter Cast By: Sean Flint Mix No: Sampled At. (yd3): 187.00 of 197 Load Size: Time Batched: Time Sampled 11:03 11:30 Samples. Cast 448172 10.00 4 4x8 yd3 TERIAL TESTED Concrete: Grout: :. COi+ CRETE tNFORMA1 ` Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient temp 41/2 inches 65 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibs/ft3 792047 442 60 deqF i Water Added On Site: OTHER: set 5/5 0 gly3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other ti 448 1423 1946 80 215 21.3 35 0 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER(Ibg) MAXIMUM LOAD AVERAGE CROSS SECTION= AREA (Inch2)sped COMPRESSIVE STRENGTH (psi) TSE OF FRACTURE "strength ficatk4 A 6430 7 4/18/07 4.00 50730 12.56 4040 2 B 8430 28 5/9/07 C 6430 28 519/07 D 6430 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01/06 revised 10/01106 Tested By: GW Reviewed By: en 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 RECEIVED COMPRESSIVE STRENGI"N R 2 6 2OOrl hayremcetroy DATA REPORT cohO ILOP EITYAI7' PROJECT: Kohl's #11125 Tukwila DATE: March 21, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 44.00 of 467 Time Batched: Time Sampled 5:48 6:30 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 32 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 TED Concrete: 0 Grout: 77tONCRE.TE JNI=ORMATI 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4112 inches 68 deg. F 6 sacks 314 inch 781424 434 o�Q Ibs/ft3 Water Added On Site: OTHER: Set #2 Og/y3 Masonry: 0 f Other. 0 ,C ,11VEfGW: Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 Ibs. 1365 Ibs. 1943 Ibs. Ibs. 238 Ibs. oz./ oz./ oz./ Authorized By: Cylinder break dates - 7.111,28,28,Hold. break 11 day cylinder -111 Fi:UU AM COMPRESSNE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch=) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE �,�,;yd p n 1l, below tion) A 6297 7 3/28/07 4.00 49860 12.56 3970 2 B 6297 11 412107 4.00 61430 12.56 4890 2 C 6297 28 4/18/07 4.00 74970 12.56 5970 2 D 6297 28 4/18/07 4.00 69630 12.56 5540 2 E 6297 H Average PSI at 28 days 5755 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: MHH Reviewed By: 4N 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 98.00 of 467 Time Batched: Time Sampled 6:25 7:00 REGEWE��remeclroy �-Y � 'APR 2 6 2007, y e,.P:S _ D VE i- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 35 Mix No: Load Size: Samples. Cast 6000 10.00 4 4x8 yd3 AiTERIAL TESTED.. 7891 Concrete: D Grout: NCRETE'NFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 inches 73 deg. F 6 sacks 3/4 inch 781436 402 lbs/ft3 Water Added On Site: 0 gly3 Masonry: 0 Other. CH.WEIGHsi Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 561 1368 1946 lbs. lbs. lbs. lbs. 238 lbs. oz.1 oz.1 oz./ Authorized By: OTHER: Set #3 Cylinder break dates - T,11,26,1t3,Hold. Break 11 day cylinder 4-2-07 L 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD {lbs? AVERAGE CROSS SECTION z AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE lasauiredI ao A 6298 7 3/28/07 4.00 58080 12.56 4620 2 B 6298 11 4/2/07 4.00 65350 12.56 5200 2 C 6298 28 4118/07 4.00 78000 12.56 6210 2 D 6298 28 4118/07 4.00 75990 12.56 6050 2 E 6298 H Average PSI at 28 days 6130 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04101/06 revised 10/01106 Tested By: MHH Reviewed By: 414 RECEIVED 2757 152nd Avenue NE COMPRESSIVE STRENGTH y �ce r Redmond, WA 98052 DATA REPORT MPR 4 "e„t"9y ph:425.869-6750 DEVELOPMENT fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels Cast By: Sampled At. (yd3): Time Batched: Time Sampled Sean Flint 131.00 of 467 7:00 7:45 GRIDIELEV: panel 71 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Grout: ;y, .= ORMAUCItr71- Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. 781450 Truck No. 433 Other 4 inches 72 deg. F 6 sacks 3/4 inch I bs/ft3 J Water Added On Site: OTHER: Set #4 0 gI Masonry: 0 Other. WE Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1377 1957 lbs. lbs. lbs. lbs. 231 lbs. ozJ oz./ oz./ Authorized By: Cylinder break dates - 7,11,2878,Hold. Break 11 day cylinder 4-2-07 g 61Q0 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)ARIA AVERAGE CROSS SECTION (Inch2) COMPRESSIVE STRENGTH {PSI) TYPE OF FRACTURE Pe011bod '° y A 6299 7 3/28/07 4.00 55750 12.56 4440 2 8 6299 11 4/2/07 4.00 63730 12.56 5070 2 C 6299 28 4/18/07 COO 74150 12.56 5900 2 D 6299 28 4/18/07 4.00 80520 12.56 6410 2 E 6299 H Average PSI at 28 days 6155 Remarks: Date Received 1n Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: `Z N 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT RECEIVED ,APR 2 6 2 yremc » 9Y - - DaMIUPN JVT PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: panel 62 Cast By: Sean Flint Mix No: Sampled At. (yd3): 186.00 of 467 Load Size: Time Batched: Time Sampled 7:25 8:15 Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Grout: 0 ONCRETE:INFORMATION'. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3 3/4 inches 74 deg. F 6 sacks 314 inch Ibs/ft3 781478 448 -..:.b Water Added On Site: 0 g/y3 Masonry: 0 Other: i1t,E„IG Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1377 1956 lbs. lbs. lbs. Ibs. 231 Ibs. oz.l oz.1 oz./ Authorized By: OTHER: Set #5 Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4 -2 -UT (g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION2 AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE sv1,�i A 6300 7 3/28/07 4.00 63090 12.56 5020 2 B 6300 11 4/2/07 4.00 68780 12.56 5480 2 C 6300 28 4/18/07 4.00 79080 12.56 6300 2 D 6300 28 4/18/07 4.00 79680 12.56 6340 2 E 6300 H Average PSI at 28 days 6320 Remarks: Date Received in Lab: 3/22/07 Compressive Strength 04/01/08 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 186.00 of 467 Time Batched: Time Sampled 7:25 8:15 ��'(; mcelroy APR 26 2001 COmD QUNIT , HMA PROJECT No.: IQ�a6-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 62 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: 0 Grout: 0 rf COP4CRETE.!NFORMATI. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3 314 inches 74 deg. F 6 sacks 3/4 inch 781478 448 o Ibs/ft3 Water Added On Site: 09/y3 Masonry: 0 Other. 0 1A'f#t . -.` Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1377 1956 lbs. lbs. 231 lbs. Ibs. Ibs. oz./ oz. oz. Authorized By: OTHER: Set #5 C'iy lnder break dates -7,11 28,28,Hold. break 11 day cylinder 4-2-07 tO, 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER(16s) MAXIMUM LOAD AVERAGE CROSS SECTION AREA (inch=) COMPRESSIVE STRENGTH (pg I) TYPE OF FRACTURE 1„ (required se�, below specification) A o 7 3/28/07 I f If I' #VALUE! 8 11 4/2/07 e}•,' #VALUE! C 28 4/18/07 r'j #VALUE' D 28 4/18/07 -7A� E H Average PSI at 28 days Remarks: Date Received In Lab: Compressive strength 04/01/06 revised 10101/06 Tested By: Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH hayremcelr,-,9Y-0— Redmond, WA 98052 DATA REPORT ��C���/� s...n s., `' `` `` 5 ph:425.869-6750 1 fx: 425.869-6761 et 2001 PROJECT: Kohl's #11125 Tukwila HMA PROJEC� M.Opp�7-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 251.00 of 467 Time Batched: Time Sampled 8:19 9:00 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 42 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: 2 Grout: 0 ONCRETE INFORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 71 deg. F 6 sacks 3/4 Inch Ibs/ft3 781543 459 Water Added On Site: OTHER: Set #6 0 g/y3 Masonry: 0 Other. 0 CHIA/00W Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1379 1957 Ibs. lbs. lbs. lbs. 237 lbs. oz./ oz./ oz./ Authorized By: Cylinder break dates - 1,1-17.18,26,Hold. Break 11 day cylinder 4.41-U 1aL0 ti:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE.EST DATE OF AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTIONz AREA (Inch ) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required A 6301 7 3/28/07 4.00 55270 12.56 4400 2 B 6301 11 4/2/07 4.00 61660 12.56 4910 2 C 6301 28 4/18107 4.00 74370 12.56 5920 2 D 6301 28 4/18/07 4.00 75680 12.56 6030 2 E' 6301 H Average PSI at 28 days 5975 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH RECENEriayremcezroy DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels psi at 28 days Sean Flint 294.00 of 467 8:45 9:30 APR 2 6 2O61 GOP IMUNiTY DEVELOPMENT HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 49 Mix No: Load Size: Samples. Cast 6000 10.00 4 4x8 yd3 TERIAAL`,TESTED Concrete: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other Grout: 0 'NCRETE'1NFORMATIOI 4 3/4 inches 70 deg. F 6 sacks 3/4 inch oA Ibs/ft3 781565 422 a Water Added On Site: OTHER: Set #7 0gly3 Masonry: ❑ Other Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1376 1956 lbs. lbs. tbs. lbs. 237 lbs. oz./ oz./ oz./ Authorized By: Cylinder break dates - T,11,28,28,Hold. break 11 clay cylinder 4-2-07 ( 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF .� TEST AVERAGE DIAMETER MAXIMUM LOAD (am) lbs AVERAGE CROSS SECTION AREA (Inch)} COMPRESSIVE STRENGTH (a&4 TYPE OF FRACTURE (rookedy,yB, bebwspedRwtion) A 6302 7 3/28/07 4.00 56140 12.56 4470 2 B 6302 11 4/2/07 4.00 62870 12.56 5010 2 C 6302 v 28 4/18/07 4.00 73350 12.56 5840 2 D 6302 28 4/18/07 4.00 75820 12.56 6040 2 E 6302 H i _ Average PSI at 28 days 5940 Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101,06 Tested By: MHH Reviewed By: A0 2757 152nd Avenue NE Redmond, WA 98052 ph:425.860-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH RECEIVEpyremcetray DATA REPORT : .:.......:.. PROJECT: Kohl's #11125 Tukwila DATE: April 4, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: footings 6.5-8: J Cast By: R Beckett Sampled At. (yd3): 5.00 of 20 Time Batched: Time Sampled 14:06 14:50 MPR 28 20th+ b v°1mminuTY HMA PROJECT No.: t7-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Bayley Stoneway J:7 448172 11.00 4 4x8 yd3 Concrete: El Grout: 0 CONCRETE INFORMAtIO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. 4 82 4.8 7/8 N/A N/A 467 inches deg. F sacks inch Ibs/ft3 deg F Water Added On Site: OTHER: set 5/5 0g/ Masonry: Other. 0 Cement 5000 Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA 64 Admix 2 Admix 3 Other 15840 21560 880 2055 234 0 0 0 lbs. lbs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE r DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ws) AVERAGE CROSS SECTION COMPRESSIVE STRENGTH (PO(Inch?) (psl) TYPE OF FRACTURE (,�,,,,,,g,, °a„'' strength A 6425 9 4113/07 4.00 39450 12.56 3140 2 B 6425 28 5/2/07 C 6425 28 5/2/07 D 6425 H Hold Average P 1 at 28 days Remarks: Date Received In Lab: 4/13/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: RECEIVED COMPRESSIVE STRENGTHayremcelroY DATA REPORT !APR 2 6 2001i Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 401.00 of 410 Time Batched: Time Sampled 4:25 5:53 CDEVELOPPSENT HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 ERIAL.TESTED Concrete: 0 Grout: 0 NCRE.,... INFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 4 inches 64 deg. F sacks inch Ibs/ft3 4.78 3/4 N/A N/A 760 466 35 Water Added On Site: OTHER: g/ Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz.1 74> Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, 01019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION 2 AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE bbobbyiif A 6276 7 3/22/07 4.00 47830 12.56 3810 2 B 6276 28 4/12/07 4.00 84180 12.56 6700 2 C 6276 28 4/12/07 4.00 80740 12.56 6430 2 D 6276 H Hold • Average Pll at 28 days 6565 Remarks: SET 9 Date Received In Lab: 3116/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: MHH Reviewed By: 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At (yd3): 250.00 of 400 Time Batched: Time Sampled 3:26 4:12 R CE,ki 6aaa remf ce oy sar_e.e APR 1 2001 HMA PROJEC►ELOP g1-056-1 BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast D06-388 Bayley Stoneway 448172 10.00 yd3 4 4x8's RAA . fl STE Concrete: El Grout: CRETE, NFORtVIL4"C�Ot►I Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temo 4.5 inches 66 deg. F 4.78 sacks 3/4 inch N/A % N/A Ibs/ft3 778740 460 35 Water Added On Site: OTHER: Masonry: ❑ Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)z AVERAGE CROSS SECTION AREA (inch ) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE nglie , bo A 6273 7 3/22/07 4.00 51180 12.56 4070 2 B 6273 28 4/12/07 4.00 85970 12.56 6840 2 C 6273 28 4/12/07 4.00 80220 12.56 6390 2 D 6273 H Hold Average PSI at 28 days 6615 Remarks: SET 6 Date Received In Lab: 3/16/07 Compressive Strength 04/01/06 revised 10/01!06 Tested By: GW Reviewed By: �'1 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 152.00 of 400 Time Batched: Time Sampled 2:43 3:20 hay�esm.ceiray -6-- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 h€'"A'...u:.�,lars.a i+re ., Concrete: 9 Grout 0 NCRETEINFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 4.5 64 4.78 3/4 N/A N/A 730 418 35 inches deg. F sacks Inch % Ibs/ft3 Water Added On Site: OTHER: 59h3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Ftyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURENo. (fixtured1,,,,p,, babaspecification) A 6271 7 3122107 4.00 51660 12.56 4110 2 B 6271 28 4112107 4.00 84010 12.56 6690 2 C 6271 28 4112107 4.00 84050 12.56 6690 2 D 6271 H Hold Average PSI at 28 days 6690 Remarks: SET 4 Date Received In Lab: Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 40 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 217.00 of 400 Time Batched: Time Sampled 3:05 3:45 hayMm.celroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 +`A�' arHaa, ...e:&4°13Jr'.Y':d:+&, :Fde:+6:eige'.,4-!lee,, Concrete: Q Grout: 0 ETh Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tema 4.75 inches 65 deg. F 4.78 sacks 3/4 inch N/A % N/A Ibs/ft3 737 463 35 Water Added On Site: OTHER: g fy3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 Ibs. 80 Ibs. 93.8 Ibs. WRDA-64 21.2 oz.I DARASET 68.9 oz./ oz./ Mw Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, 0780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (16s) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required if streivrti A 6272 7 3/22/07 4.00 57120 12.56 4550 2 B 6272 28 4/12/07 4.00 84890 12.56 6760 2 C 6272 28 4/12/07 4.00 79570 12.56 6340 2 D 6272 H Hold Average P$i at 28 days I 6550 Remarks: SET 5 Date Received In Lab: 3/16/07 Compressive Strength 04101/06 revised 10!01/06 Tested By: GW Reviewed By: j 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 347.00 of 400 Time Batched: Time Sampled 4:11 4:58 hayaemcelroy -$ HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: E1 Grout: 0 #,.,.ONCRETEINFORMAT10t+ Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 4 inches 62 deg. F 4.78 sacks 3/4 inch N/A % N/A Ibs/ft3 753 468 35 Water Added On Site: OTHER: gh3 Masonry: 0 Other. 0 AT Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 Ibs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 21.2 ozJ DARASET 68.9 oz.! oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLELAB No. Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION x AREA (Inch2) COMPRESSIVE STRENGTH (Psi)(required TYPE OF FRACTURE if otongth w A 6275 7 3/22/07 4.00 56260 12.56 4480 2 B 6275 28 4112107 4.00 86570 12.56 6890 2 C 6275 28 4/12/07 4.00 89540 12.56 7130 2 D 6275 H Hold Average PSI at 28 days 1 7010 Remarks: SET 8 Date Received In Lab: 3/16/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: GW Reviewed By: j Kt" 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 15, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 109.00 of 400 Time Batched: Time Sampled 2:02 2:55 hayremcelroy -9 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: Grout: 0 FORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem/ 4.5 62 4.78 3/4 N/A N/A 724 466 35 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: gIY3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST EST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS. SECTION 2 AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE &walkedffs a gth babe specification) A 6270 7 3/22/07 4.00 57150 12.56 4550 2 B 6270 28 4/12107 4.00 91700 12.56 7300 2 C 6270 28 4/12/07 4.00 89610 12.56 7130 2 0 6270 H Hold l Average PSI at 28 days 7215 Remarks: SET 3 Date Received In Lab: 3/16/07 Compressive Strength 04101/06 revised 10)01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 54.00 of 400 Time Batched: Time Sampled 1:40 2:30 hayremcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 i iNOTA 1M;,}'K Concrete: J Grout: r7:77, ONCETE;.1NFORM Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tema 0 4 65 4.78 314 N/A NIA 719 468 35 inches deg. F sacks Inch Ibs/ft3 Water Added On Site: OTHER: g/y3 Masonry: ❑ Other. G Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 Ibs. 1929 Ibs. 80 Ibs. 93.8 lbs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required If strength babw specification) A 6269 7 3/22/07 4.00 51390 12.56 4090 2 B 6269 28 4/12/07 4.00 85210 12.56 6780 2 C 6269 28 4/12/07 4.00 78280 12.56 6230 2 D 6269 H Hold I. Average PSI at 28 days 6505 Remarks: SET 2 Date Received In Lab: 3/16/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: JkheN 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 11.00 of 400 Time Batched: Time Sampled 1:23 1:10 haybem,celroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: Grout: NCRETE;1N (SRMAT1 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 4 inches 65 deg. F 4.78 sacks 314 inch N/A % N/A Ibs/ft3 778715 440 35 Water Added On Site: OTHER: 5 g1y3 Masonry: 0 Other. ttOK, Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 Ibs. 1929 lbs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 oz. oz./ .fi Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE . °°arf`" A 6268 7 3/22/07 4.00 53870 12.56 4290 2 B 6268 28 4/12/07 4.00 76270 12.56 6070 2 C 6268 28 4/12/07 4.00 76680 12.56 6110 2 D 6268 H Hold Average IP I at 28 days 6090 Remarks: SET 1 Date Received In Lab: 3/16/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: GW Reviewed By: Jay". 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 304.00 of 400 Time Batched: Time Sampled 3:46 4:44 hayaem,cel.' 9y HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: 0 Grout: aNC . TE INFO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4 62 4.78 3/4 N/A N/A 747 418 35 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 212 oz./ DARASET 68.9 oz. ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch=) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required bebwspeaceMon) A 6274 7 3/22/07 4.00 50300 12.56 4000 2 B 6274 28 4/12/07 4.00 84950 12.56 6760 2 C 6274 28 4/12/07 4.00 81740 12.56 6510 2 D 6274 H Hold Average PSI at 28 days 6635 Remarks: SET 7 Date Received In Lab: 3/16/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: ) Pm". 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 8, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: footings & grade beams Cast By: S Flint Sampled At. (yd3): 5.00 of 66 Time Batched: Time Sampled 12:41 13:30 hayresm,ctelrfoy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: A -D/1 to 5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 6x12 cylinders yd3 Concrete: El Grout: NGftET INNFORMATIQ Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3 3/4 inches 62 deg. F 4.8 sacks 3/4 inch 775769 444 Ibsfft3 At3737, 07.7 Water Added On Site: 1/2 g/y3 OTHER: Masonry: El Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 449 1448 1929 80 211 lbs. lbs. lbs. lbs. lbs. oz./ ozJ oz./ 4,27- a r1 Authorized By: Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inchs) , COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE r, r„�, Wow specification) A 6230 7 3/15/07 6.00 57150 28.26 2020 2 B 6230 28 4/5/07 6.00 164620 28.26 5830 2 C 6230 28 4/5/07 6.00 159010 28.26 5630 2 D 6230 H Hold Average PSI at 28 days _ 5730 Remarks: Date Received In Lab: 3/9/07 Compressive Strength 04/01/06 revised 10101106 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 8, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: footings & grade beams Cast By: S Flint Sampled At. (yd3): 37.00 of 66 Time Batched: Time Sampled 14:07 15:00 hayMMI,Wc9Y HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: A-AD/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 6x12 cylinders yd3 ED 4.- Concrete: 0 Grout I TE, iN,FORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 63 deg. F 4.8 sacks 3/4 inch 775851 461 Ibsfft3 Water Added On Site: 0 g/y3 OTHER: Masonry: 0 Other: 0 .CH Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 451 1438 1928 80 211 Ibs. lbs. lbs. lbs. Ibs. oz./ oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (1f,�„t,, below specification) A 6231 7 3/15/07 6.00 73950 28.26 2620 2 B 6231 28 4/5/07 6.00 177340 28.26 6280 2 C 6231 28 4/5/07 6.00 179730 28.26 6360 2 D 6231 H Hold Average PSI at 28 days 6320 Remarks: Date Received In Lab: 3/9/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 511 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 Ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 190.00 of 616 Time Batched: Time Sampled 2:12 3:00 hay6emcei.roy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: El Grout El NCRE'i `EINFORMATJOI+ ;' 3 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 70 deg. F 4.8 sacks 3/4 inch 777239 436 % Ibsfft3 Water Added On Site: OTHER: O g/y3 Masonry: 0 Other. xz:a.�.�.-;:°,i.'dx=-v rrws-i,,,, w..; .�...,. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 454 1429 1943 80 216 Ibs. lbs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (A$TM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGEDIAMETER DATE OF TEST AVERAGE MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE peQ,r y,g„ bobs spedhcabon) A 6241 7 3/20/07 4.00 52160 12.56 4150 2 B 6241 28 4/10/07 4.00 77570 12.56 6180 2 C 6241 28 4/10/07 4.00 77820 12.56 6200 2 D 6241 H Hold Average PSI at 28 days 6190 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: o IJ 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 13, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At. (yd3): 257.00 of 616 Time Batched: Time Sampled 2:36 3:00 hayremcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 T Concrete: Grout: 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 73 4.8 3/4 777245 464 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: O g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 459 lbs. 1431 Ibs. 1943 _ lbs. 83 lbs. 216 lbs. oz./ oz./ oz., Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTUREHo. p;� y18„�y, below specification) A 6242 7 3/20/07 4.00 53530 12.56 4260 2 B 6242 28 4/10/07 4.00 78320 12.56 6240 2 C 6242 28 4/10/07 4.00 79650 12.56 6340 2 D 6242 H Hold Average PSI at 28 days 6290 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ay re c e L roy Redmond, WA 98052 DATA REPORT - ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila DATE: March 13, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 300.00 of 616 Time Batched: Time Sampled 2:57 3:30 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRI DIELEV: D.51JI1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 E Concrete: El Grout: , • NCRETE INFORM, Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 73 deg. F 4.8 sacks 3/4 inch 777249 468 Ibs/ft3 Water Added On Site: 0 gIy3 OTHER: Masonry: Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 448 Ibs. 1427 Ibs. 1943 Ibs. 79 Ibs. 216 Ibs. oz./ oz.I oz.I or. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. 4 LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi)" TYPE OF FRACTURE strength A 6243 7 3/20/07 4.00 51290 12.56 4080 2 B 6243 28 4/10/07 4.00 80750 12.56 6430 2 C 6243 28 4/10/07 4.00 79160 12.56 6300 2 D 6243 H Hold Average Ptf at 28 days - 6365 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: eltf 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 Ix: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 13, 2007 CLIENT: Strata, fnc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location; SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 390.00 of 616 Time Batched: Time Sampled 3:26 4:00 hayM5mce1i cy - HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast Stoneway D.5IJ11-5.5 448172 11.00 4 4x8 cylinders yd3 I4iATERIALITSTED" Mem Concrete: Grout: 0 CRET .INFs Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 314 71 4.8 3/4 777257 464 inches deg. F sacks inch Ibs/R3 Water Added On Site: OTHER: 0 gh3 Masonry: 0 Other 0 "GH:WEIG'. 17, Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other &� w 448 1435 1943 80 216 lbs. Ibs. lbs. Ibs. lbs. oz./ oz.! oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs}AREA AVERAGE CROSS SECTION (Inch=) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE baaw t A 6244 7 3/20/07 4.00 51100 12.56 4070 2 B 6244 28 4/10/07 4.00 82760 12.56 6590 2 C 6244 28 4/10/07 4.00 82850 12.56 6600 2 D 6244 H Hold Average PSI at 28 days 6595 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01106 revised 10(01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcelroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.5/J/1-5.5 Cast By: R Bosrna Mix No: Sampled At (yd3): 433.00 of 616 Load Size: Time Batched: Time Sampled 3:42 4:15 Samples. Cast Concrete: 2 Grout: 0 ri R C NCRETE'INVORN11 . 0 Slump 4 3/4 inches Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 72 deg. F 4.8 sacks 3/4 inch Ibs/ft3 777261 455 Water Added On Site: OTHER: 0 gly3 Masonry: 448172 11.00 4 4x8 cylinders yd3 0 Other. 0 SI1gr ' BHT Cement 450 lbs. Fine Aggregate 1428 lbs. Coarse Aggregate 1943 lbs. Slag 80 lbs. Water 216 lbs. Admix 1 ozJ Admix 2 oz./ Admix 3 oz./ Other Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi? TYPE OF FRACTURE (rimmed if specification) A 6245 7 3/20/07 4.00 52230 12.56 4160 2 B 6245 28 4/10/07 4.00 78770 12.56 6270 2 C 6245 28 4/10/07 4.00 83400 12.56 6640 2 0 6245 H Hold J. 1 _ Average PSI at 28 days 6455 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01106 revised 10/01!06 Tested By: GW Reviewed By: �14 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 478.00 of 616 Time Batched: Time Sampled 3:58 hayroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 a�. Concrete: 2 Grout: 0 CONCRETE. NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 82 deg. F 4.8 sacks 3/4 Inch lbs/ft3 777265 465 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other: 0 TG a Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 451 1429 80 216 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz. FS Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGECOMPRESSIVE SECTION AREA (Inch:) STRENGTH STRENGTH (Psi) TYPE OF FRACTURE {,e,rs�,vr„ bebwapecification) A 6246 7 3/20/07 4.00 46750 12.56 3720 2 B 624.6 28 4/10/07 4.00 83980 12.56 6690 2 C 6246 28 4/10/07 4.00 79820 12.56 6360 2 D 6246 H Hold Average PSI at 28 days 6525 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 4 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 be 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 531.00 of 616 Time Batched: Time Sampled 4:21 5:00 hayaemcelray HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast Concrete: 0 Grout , NCRETEINFORMATION,'; Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 71 deg. F 4.8 sacks 3/4 inch 777270 464 Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 448172 11.00 4 4x8 cylinders yd3 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 451 1429 1943 83 216 lbs. Ibs. Ibs. Ibs. lbs. oz./ oz./ oz./ x:sv'''s=.gin. a• Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION 2 AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE ( � if re A 6247 7 3/20/07 4.00 46830 12.56 3730 2 B 6247 28 _ 4/10/07 4.00 71490 12.56 5690 2 C 6247 28 4/10/07 4.00 83980 12.56 6690 2 D 6247 H Hold Average P i at 28 days 6190 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04101106 revised 10/01/06 Tested By: GW Reviewed By: elm 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At. (yd3): 570.00 of 616 Time Batched: Time Sampled 4:34 5:15 hay�emcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 RIAL TESTED Concrete: Grout: 0 N RETE_I F ' RMA' Slump Concrete Temp Cement Content Max. Aggregate Alr Content Unit Weight Ticket No. Truck No. Other 5 72 4.8 3/4 777725 455 inches deg. F sacks inch lbs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 r Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 448 1451 1943 80 216 lbs. Ibs. Ibs. Ibs. Ibs. oz./ oz., oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD {Ws) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (PO TYPE OF FRACTURE halm waketioni A 6248 7 3/20/07 4.00 44890 12.56 3570 2 B 6248 28 4/10/07 4.00 74240 12.56 5910 2 C 6248 28 4/10/07 4.00 74920 12.56 5960 2 D 6248 H Hold Average PSI at 28 days 5935 Remarks: Date Received in Lab: 3/14/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At. (yd3): 576.00 of 616 Time Batched: Time Sampled 4:37 6:00 hayremctelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.51J11-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: 0 Grout: 0 N Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 70 4.8 3/4 Inches deg. F sacks Inch Ibs/ft3 777276 455 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 Cement Ane Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 455 1425 1943 83 216 Ibs. Ibs. Ibs. Ibs. Ibs. oz./ oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) i COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE (requireda,�, bebwspelficeffaq A 6249 7 3/20/07 4.00 46930 12.56 3740 2 B 6249 28 4/10/07 4.00 74210 12.56 5910 2 C 6249 28 4/10/07 4.00 80150 12.56 6380 2 D 6249 H Hold Average PSI at 28 days 6145 Remarks: Date Received In Lab: 3/14/07 Tested By: GW Reviewed By: M11 Compressive Strength 04I01J06 revised 10101!06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: April 2, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 3500 psi at 28 days Pour Location: footings Cast By: T Best Sampled At. (yd3): 2.00 of 33 Time Batched: Time Sampled 14:30 15:10 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayRem.ceh oy - 07-056-1 D06-388 Bayley Stoneway 448172 11.00 4 4x8 cylinders yd3 Concrete: Grout: 0 NF + ' „ - ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. 4 1/2 67 4.8 3/4 N/A N/A 433 inches deg. F sacks inch Ibs/fi3 Water Added On Site: OTHER: O g/y3 Masonry: ❑ Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 WRDA-64 Admix 2 Admix 3 Other 454 1436 1956 77 212 21.3 Ibs. lbs. lbs. Ibs. Ibs. oz./ oz. oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA {ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH {psi)below TYPE OF FRACTURE (required if „g,,, A 6387 7 4/9/07 4.00 33530 12.56 2670 2 B 6387 28 4130107 C 6387 28 4/30/07 D 6387 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 4/4/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: el vi 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremceti oy - - PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.51J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 90.00 of 616 Load Size: Time Batched: Time Sampled 1:16 1:00 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: Grout: TI=. NFORIMlATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 70 4.8 3/4 777229 467 inches deg. F sacks inch Ibs/ft3 n .gym Water Added On Site: 0 g/y3 OTHER: Masonry: Other Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 453 lbs. 1421 lbs. 1943 lbs. 80 lbs. 216 lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB Na TEST AGE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs} AVERAGE -.DATE CROSS SECTION (Inch) COMPRESSIVE STRENGTH (Psi)"Ammo,AREA TYPE OF FRACTURE below JpPeci"®°`°`) A 6239 7 3/20/07 4.00 46870 12.56 3730 2 B 6239 28 4/10/07 4.00 72180 12.56 5750 2 C 6239 28 4/10/07 4.00 78320 12.56 6240 2 D 6239 H Hold Average PSI at 28 days 5995 Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: e,} [� Compressive Strength 04/01106 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremc,elr©y PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 Cast By: Sampled At. (yd3): Time Batched: Time Sampled S Flint 5.00 of 616 12:46 1:15 GRID/ELEV: D.5fJ/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: Grout: [ CgETE, tfieOPMA; Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 68 deg. F 4.8 sacks 3/4 inch 777221 464 I bs/ft3 Water Added On Site: OTHER: 1 gly3 Masonry: 0 Other. WOE. '� & Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 457 1421 1943 78 215 lbs. lbs. lbs. lbs. lbs. oz./ oz./ ozJ Authorized By: Stoneway QC COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER(lbs) MAXIMUM LOAD AVERAGE CROSS SECTIONZ AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE �If ® A 6237 7 3120107 4.00 48090 12.56 3830 2 B 6237 28 4/10/07 4.00 76670 12.56 6100 2 C 6237 28 4/10/07 4.00 81290 12.56 6470 2 D 6237 H Hold Average PSI at 28 days , 6285 Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: Compressive Strength 04/01/06 revised 10/01/06 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcea T9Y PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRIDIELEV: D.51J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 157.00 of 616 Load Size: Time Batched: Time Sampled 2:01 2:30 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: E1 Grout: TE NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 70 4.8 3/4 777236 455 Inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other: El Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 455 1429 1943 81 217 Ibs. Ibs. lbs. lbs. Ibs. oz./ oz./ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required�,,�,,,�„ 6abwspeanca4ap A 6240 7 3/20/07 4.00 48640 12.56 3870 2 B 6240 28 4/10/07 4.00 81250 12.56 6470 2 C 6240 28 4/10/07 4.00 70320 12.56 5600 2 D 6240 H Hold Average PSI at 28 days 6035 Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: 4 1.4. Compressive Strength 04/01106 revised 10/01/06 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: Sampled At. (yd3): Time Batched: Time Sampled S Flint 38.00 of 616 12:58 1:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hay1e1.T.15,LI9Y 07-056-1 D06-388 Bayley Stoneway D.5/J/1-5.5 448172 11.00 4 4x8 cylinders yd3 s D° Concrete: 0 Grout 0 NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 70 4.8 3,4 777224 455 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 1 g/y3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admbc 1 Admix 2 Admix 3 Other 452 1425 1943 78 216 lbs. Ibs. Ibs. lbs. lbs. oz./ oz./ oz./ Authorized By: Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C30, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION z AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (r bored A 6238 7 3/20107 4.00 51730 12.56 4120 2 8 6238 28 4/10/07 4.00 71370 12.56 5680 2 C 6238 28 4/10/07 4.00 70760r 12.56. 5630 2 D 6238 H Hold Average PSI at 28 days 5655 Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 53.00 of 390.5 Time Batched: Time Sampled 5:40 6:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast hayr,mcetroy 07-056-1 D06-388 Bayley Stoneway Panel 36 671174 11.00 7 4x8 cylinders yd3 Concrete: 2 Grout: ; ON E1Nt ORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 70 6.9 3/4 784023 450 inches deg. F sacks inch Ibs/ft3 Water Added On Site: 09h3 Masonry: 0 Other. NVEGOT Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 645 1206 1944 99 2230 28.1 33.3 lbs. lbs. lbs. lbs. lbs. oz./ oz/ oz./ Authorized By: OTHER: Set 2/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4 -Z -U f g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST(,eq,r„��„,) AVERAGE DIAMETER(lbs) MAXIMUM LOAD AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) , TYPE OF FRACTURE &'b" ' cebmn) A 6350 3 3130/07 4.00 49900 12.56 3970 2 B 6350 6AM H 4/2/07 C 6350 6PM H 4/2/07 D 6350 7 413/07 E 6350 28 4/24/07 F 6350 28 4/24/07 G 6350 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04401106 revised 10101!06 Tested By: GW Reviewed By: JevA. 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 53.00 of 390.5 Time Batched: Time Sampled 5:40 6:30 hay[emcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: Panel 36 Mix No: Load Size: Samples. Cast 671174 11.00 7 4x8 cylinders yd3 74. ;,72, ATEMALTESTED Concrete: 0 Grout 0 ►iiCRETE (KIFDRMA . , ,I Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 inches 70 deg. F 6.9 sacks 3/4 inch 784023 450 Ibs/ft3 Masonry: 0 Other. 0 Tekl." WITS Cement 645 Ibs. Fine Aggregate 1206 Ibs. Coarse Aggregate 1944 Ibs. Slag 99 lbs. Water 2230 Ibs. Admix 1 ADVA 28.1 oz./ Admix 2 WRDA-64 33.3 oz./ Admix 3 oz./ Other Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 2/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. if not at strength, break AM 6 day cylinder on 4-2-07 0 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGEMAXIMUM DIAMETER LOAD (Ibs)x AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE frequirel If strength below s A 6350 3 3130107 4.00 49900 12.56 3970 2 B 6350 6AM H 412107 C 6350 6PM H 4/2/07 D 6350 7 413107 4.00 68190 12.56 5430 2 E 6350 28 4124107 F 6350 28 4/24/07 _ G 6350 H ' Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04)01/06 revised 10/01/06 Tested By: GW Reviewed By: eyIA 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH hay&em,ce1 oy DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 21.00 of 390.5 Time Batched: Time Sampled 5;30 6:15 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway Panel 5 671174 11.00 7 4x8 cylinders yd3 Concrete: [Q Grout: 0 ONCRETE INFORMA 1O IT :f <`: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/4 69 6.9 3/4 784020 433 inches deg. F sacks inch Ibs/ft3 Masonry: 0 Other 0 CH WEIGt TS"w Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other ADVA WRDA-64 653 1207 1944 87 230 28.1 33.3 lbs. lbs. Ibs. lbs. lbs. oz.1 oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 1 /9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:UU PM, ;3bUU psi required. If not at strength, break AM 6 day cylinder on 42-07 a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION Z AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE otiquired Nemo, speclacetioN A 6349 3 3/30/07 4.00 48040 12.56 3820 2 B 6349 6AM H 4/2/07 C 6349 6PM H 412107 D 6349 7 4/3/07 E 6349 28 4/24/07 F 6349 28 4/24/07 G 6349 H Average P I at 28 days , Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: �} A%J.& 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcet' 9Y PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 27, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: Panel 5 Cast By: Sean Flint Mix No: Sampled At. (yd3): 21.00 of 390.5 Load Size: Time Batched: Time Sampled 5;30 6:15 Samples. Cast 671174 11.00 7 4x8 cylinders yd3 Concrete: I3 Grout: 0 CONCRETE INFORMMATION a Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/4 inches 69 deg. F 6.9 sacks 3/4 inch Ibs/ft3 784020 433 Masonry: ❑ Other 0 ,,,7)3AACHVEIGliT Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 653 1207 1944 87 230 28.1 33.3 lbs. Ibs. lbs. lbs. lbs. oz./ oz.! oz.f Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 1 19. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 day cylinder on 4-2-07 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUMAVERAGE LOAD (Ibs}z CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ugle c A 6349 3 3/30/07 4.00 48040 12.56 3820 2 B 6349 6AM H 4/2/07 C 6349 6PM H 4/2/07 D 6349 7 4/3/07 4.00 67480 12.56 5370 2 E 6349 28 4/24/07 F 6349 28 4/24/07 G 6349 H Average rSI at 28 days Remarks: Date Received in Lab: 3/28/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH hayhemceLroy Redmond, WA 98052 DATA REPORT ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 27, 2007 BLDG PERMIT No.: 006-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: Panel 11 Cast By: Sean Flint Mix No: Sampled At. (yd3): 376.00 of 390.5 Load Size: Time Batched: Time Sampled 9:31 10;00 Samples. Cast 671174 10.00 7 4x8 cylinders yd3 ke 4TERFA;_T S Concrete: Q Grout: 0 CONCRETE INFORMATION , Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 62 deg. F 6.9 sacks 3/4 inch 784252 422 Ibslft3 NTITT Masonry: D Other. T WEIGHTS Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 651 1202 1938 91 229 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ ozJ Water Added On Site: 0 gly3 Authorized By: OTHER: Set 9/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 ©, 1:00fPM 3500 psi required. It nat at strength, break AM 6 day cylinder on 4-2-07 @ 6:00 ARIL COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA One?)(PO&lbY"sp°cr"ca° COMPRESSIVE STRENGTH TYPE OF FRACTURE (required �, A 6357 3 3/30/07 4.00 52710 12.56 4200 2 B 6357 6AM H 4/2/07 C 6357 6PM H 4/2/07 D 6357 7 4/3/07 E 6357 28 4124/07 F 6357 28 4/24/07 G 6357 H I Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: A& 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayh e mcte . roy Redmond, WA 98052 DATA REPORT ::.._._..=_:_.__. .......:......... ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 376.00 of 390.5 Time Batched: Time Sampled 9:31 10;00 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 11 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 R L SED Concrete: J Grout: i11ORETE`iNFORMAT1i Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 62 deg. F 6.9 sacks 3/4 inch 784252 422 Ibs/tt3 Masonry: 0 Other: 0 'CCI ` E.1G ` Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 651 1202 1938 91 229 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 9/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, tutf11M, 35UU psi required. If not at strength, break AM 6 day cylinder on 4-2-07 (a3 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, CT80, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD Ps) ( ) AVERAGE CROSS SECTION s AREA (Inch) COMPRESSIVE STRENGTH (� i) TYPE OF FRACTURE if m specification) A 6357 3 3/30/07 4.00 52710 12.56 4200 2 B 6357 6AM H 4/2/07 C 6357 6PM H 4/2/07 D 6357 7 4/3/07 4.00 71620 12.56 5700 2 E 6357 28 4/24/07 F 6357 28 4124/07 G 6357 H Average PSI at 28 days , Remarks: Date Received In Lab: 3/28/07 Tested By: GW Reviewed By: " lj Compressive Strength 04101/06 revised 10/01/06 2757 152nd Avenue NE Redmond. WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc NO7OO4A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt_panels Cast By: Sean Flint Sampled At. (yd3): 345.00 of 390.5 Time Batched: Time Sampled 9:12 9:45 hayaem,cetroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 12 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 STEP Concrete: 0 Grout: ONCRETE )NFORMATIt Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 51/2 inches 64 deg. F 6.9 sacks 3/4 inch 784225 412 Ibs/ft3 Water Added On Site: O gfy3 Masonry: 0 Other 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 lbs. 1206 Ibs. 1938 lbs. 89 lbs. 231 lbs. 28 oz./ 33.2 oz./ oz./ Authorized By: OTHER: Set 8/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4-2-07 4 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD LOADSECTION AVERAGE CROSS z AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE h bobw specification) A 6356 3 3/30/07 4.00 52840 12.56 4210 2 B 6356 6AM H 4/2/07 C 6356 6PM H 4/2/07 D 6356 7 413/07 E 6356 28 4/24/07 F 6356 28 4/24/07 G 6356 H , 1 Average P 1 at 28 days , Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: J MA_ 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 345.00 of 390.5 Time Batched: Time Sampled 9:12 9:45 hayresm,celroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 12 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 TER141. •ESTEI Concrete: 2 Grout: W"IN ORM?lA ` N Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 51/2 inches 64 deg. F 6.9 sacks 3/4 inch 784225 412 Ibsfft3 Masonry: Other. 0 P,Ift5 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1206 1938 89 231 28 33.2 Ibs. Ibs. Ibs. Ibs. lbs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 8/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:DU FM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4-2-07 a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION2 AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE specification) A 6356 3 3/30/07 4.00 52840 12.56 4210 2 B 6356 6AM H 4/2/07 C 6356 6PM H 4/2/07 D 6356 7 4/3/07 4.00 67510 12.56 5380 2 E 6356 28 4/24/07 F 6356 28 4/24/07 G 6356 H Average P 1 at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strengtt, 04/01106 revised 10)01106 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 303.00 of 390.5 Time Batched: Time Sampled 8:37 9:15 hayremceLroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 9A Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: El Grout: CRETE F RMA ON C, Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 65 6.9 3/4 784183 422 inches deg. F sacks inch Ibs/ft3 Masonry: ❑ Other Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1206 1936 89 231 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 7/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:0U PM, .35UU psi required. if not at strength, break AM 6 day cylinder on 4 -2 -LW (Q6_ 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB 14o. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)AREA AVERAGECROSS SECTION (inch2) COMPRESSIVE STRENGTH (psi} TYPE OF FRACTURE n�e� strength A 6355 3 3/30/07 4.00 56030 12.56 4460 2 B 6355 6AM H 4/2/07 C 6355 6PM H 4/2/07 D 6355 7 4/3/07 E 6355 28 4/24/07 F 6355 28 4/24/07 G 6355 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: ,] P(VLA 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels Sean Flint 303.00 of 390.5 8:37 9:15 hayremcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 9A Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: EJ Grout: 0 E. E Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 43/4 65 6.9 3/4 784183 422 inches deg. F sacks inch D/p Ibslft3 Masonry: 0 Other. 0 WE,' TSPs Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1206 1936 89 231 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 gly3 Authorized By: OTHER: Set 719. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. if not at strength, break AM fi day cylinder on 4-2-01 (g 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ff�„vh bobw specification) A 6355 3 3/30/07 4.00 56030 12.56 4460 2 B 6355 6AM H 412/07 C 6355 6PM H 4/2/07 D 6355 7 4/3107 4.00 74210 12.56 5910 2 E , 6355 28 4/24/07 F 6355 28 4/24/07 G 6355 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01!06 revised 10/01106 Tested By: GW Reviewed By: 4=i 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 241.00 of 390.5 Time Batched: Time Sampled 7:31 8:45 hayrem,celroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 17A Mix No: Load Size: Samples. Cast 671174 11.00 7 4x8 cylinders yd3 4 Concrete: 0 Grout: 1 0 NPRMINFPRWkaN Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 67 deg. F 6.9 sacks 314 inch 784106 440 Ibslft3 Masonry: 0 Other ;417 ,,,, -TAR, Nigh. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1209 1950 90 227 28 33.5 Ibs. lbs. Ibs. Ibs. Ibs. oz./ oz./ oz. Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 619. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4-2-07 c 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)Z AVERAGE CROSS SECTION AREA (inch ) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE owesd M bebw A 6354 3 3/30/07 4.00 49200 12.56 3920 B 6354 6AM H 4/2/07 C 6354 6PM H 4/2/07 D 6354 7 4/3/07 E 6354 28 4/24/07 F 6354 28 4/24/07 G 6354 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: J Pak, 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-8761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A 4000 psi at 28 days Tilt panels Sean Flint 241.00 of 390.5 7:31 8:45 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayremcjelroy 07-056-1 D06-388 Bayley Stoneway Panel 17A 671174 11.00 7 4x8 cylinders yd3 Concrete: 2 Grout: 0 CONCRETE:iNFORMA11OJi, Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 67 deg. F 6.9 sacks 3/4 inch 784106 440 lbs/ft3 Water Added On Site: 0 shy Masonry: 0 Other. TCH, Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1209 1950 90 227 28 33.5 lbs. lbs. lbs. lbs. lbs. oz./ oz.! oz./ Authorized By: OTHER: Set 6/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold, Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3bU0 psi required. rr niot at strength, break AMTi day cylinder on 4-2-07 0 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATEMAXIMUM OF TEST .r AVERAGE DIAMETER LOAD (lbs) AVERAGE CROSS SECTIONpe� AREA (inch) COMPRESSIVE STRENGTH (psi} TYPE OF FRACTURE Q„yp8ye,, A 6354 3 3/30/07 4.00 49200 12.56 3920 2 B 6354 6AM H 4/2/07 C 6354 6PM H 4/2/07 D 6354 7 4/3/07 4.00 68890 12.56 5480 2 E 6354 28 4124107 F 6354 28 4/24/07 r G 6354 H Average P I at 28 days Remarks: Date Received in Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 411 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tfft panels Cast By: Sean Flint Sampled At. (yd3): 199.00 of 390.5 Time Batched: Time Sampled 7:13 8:00 hayrem.Wroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 20 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: a Grout: )NCINFORMA -sem Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No, Truck No. Other 4 68 6.9 3/4 784086 404 inches deg. F sacks inch Ibsfft3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1228 1940 91 226 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 gffy3 Authorized By: OTHER: Set 5/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. It not at strength, break AM 6 day cylinder on 4.2-0! ( 6:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE.QST DATE OF AVERAGE DIAMETER MAXIMUM LOAD Ms { ) AVERAGE CROSS SECTIONT AREA (inch) COMPRESSIVE STRENGTH sl (A ) TYPE OF FRACTURE (requ ed"'"9fgth beot.matey A 6353 3 3/30/07 4.00 51040 12.56 4060 2 B 6353 6AM H 412/07 C 6353 6PM H 4/2/07 D 6353 7 413107 E 6353 28 4/24/07 F 6353 28 4124/07 G 6353 H i Average PSI at 2$ days t Remarks: Date Received In Lab: 3/28107 Tested By: GW Reviewed By: JAM- Compressive 4M . Compressive Strength 04/01106 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH hayaesmcelroy DATA REPORT :::........_ PROJECT: Kohl's #11125 Tukwila DATE: March 27, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): Time Batched: Time Sampled 199.00 of 390.5 7:13 8:00 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway Panel 20 571174 10.00 7 4x8 cylinders yd3 MxTERIALT> STED,3T'" of Concrete: E Grout: 0 .NGRETEINF u RM Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 68 6.9 3/4 784086 404 inches deg. F sacks inch Ibs/ft3 Masonry: Other: ATC 1111EIG'„ Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1228 1940 91 226 28 33.2 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ q�s eiu Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 5/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. IF not at strength, break AM 6 day cylinder on 4-2-01 @ 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE SECTION AREA (inch) COMPRESSIVE STRENGTH STRENGTH (psi) TYPE OF FRACTURE {,,,,��,�,,, bebwapaoMwllory A 6353 3 3130107 4.00 51040 12.56 4060 2 B 6353 6AM H 412/07 C 6353 6PM H 412/07 D 6353 7 4/3/07 4.00 69610 12.56 5540 2 E 6353 28 4124107 F 6353 28 4/24/07 G 6353 14 Average P I at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01106 revised 10101/06 Tested By: GW Reviewed By: 1� 2757152nd Avenue NE COMPRESSIVE STRENGTH hayb e mc.e troy Redmond, WA 98052 DATA REPORT --...:...: .:..:.....:.:...-.__. ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 27, 2007 BLDG PERMIT No.: D06-388 CLIENT:- Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: Panel 24 Cast By: Sean Flint Mix No: Sampled At. (yd3): 168.00 of 390.5 Load Size: Time Batched: Time Sampled 6:56 7:45 Samples. Cast 671174 11.00 7 4x8 cylinders yd3 Concrete: 0 Grout: 0 N ORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 70 6.9 3/4 784070 429 inches deg. F sacks inch Ibslft3 Masonry: Other: 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1208 1941 89 226 28 33.5 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Water Added On Site: 0 gly3 Authorized By: OTHER: Set 4/9. Cylinder break dates - 3 PM, 8 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, too PM, 3500 psi required. It not at strength, break AM -6 day cylinder on 4-2-U7 g 6:UIf AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE Na. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) lbs AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE � "�ngth `a6on) A 6352 3 3/30/07 4.00 52380 12.56 4170 2 B 6352 6AM H 4/2/07 C 6352 6PM H 4/2/07 . D 6352 7 4/3/07 E 6352 28 4/24/07 F 6352 28 4/24/07 G 6352 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04101/06 revised 10!01!06 Tested By: GW Reviewed By: JPifkk 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH h a y r e m cte l roy DATA REPORT :. ° = Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 168.00 of 390.5 Time Batched: Time Sampled 6:56 7:45 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway Panel 24 671174 11.00 7 4x8 cylinders yd3 I E TE TED.. Concrete: El Grout 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other E .INFORMATION;:'.;a;' 41/2 inches 70 deg. F 6.9 sacks 3/4 inch Ibs/ft3 784070 429 Masonry: 0 Other: 0 es Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 650 1208 1941 89 226 28 33.5 lbs. lbs. Ibs. Ibs. Ibs. oz./ oz./ oz./ fv Water Added On Site: 0 g/y3 Authorized By: OTHER: Set 4/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 @, 1:00 PM, 3500 psi required. If not at strength, break AM 6 day cylinder on 4-2-U7 @ 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF AVERAGE DIAMETER , MAXIMUM LOAD [Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE "strengthTEST WowspedftmNwN A 6352 3 3/30/07 4.00 52380 12.56 4170 2 B 6352 6AM H 4/2/07 C 6352 6PM H 412/07 D 6352 7 4/3/07 4.00 72850 12.56 5800 2 E 6352 28 4/24/07 F 6352 28 4/24/07 G 6352 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 27, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 83.00 of 390.5 Time Batched: Time Sampled 6:06 7:00 hayremclelroy --$- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: Panel 26 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 Concrete: Grout: N. E IN,FO-: TION- T Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 51/2 inches 70 deg. F 6.9 sacks 3/4 inch 784031 422 Ibsift3 'PF Water Added On Site: 0g/y3 Masonry: 0 Other: BAT CHG T:: Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 651 lbs. 1209 lbs. 1939 lbs. 88 Ibs. 232 Ibs. 27.9 oz. 33.3 oz./ oz./ Authorized By: OTHER: Set 3/9. C linder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 da inder on 3-30-07 rS-+_ 11. si re+uire no a en.' , .rea a c m.eron COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATEMAXIMUM OF TEST AVERAGE DIAMETER LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi)a TYPE OF FRACTURE A 6351 3 3/30/07 4.00 50450 12.56 4020 2 B 6351 6AM H 4/2/07 C 6351 6PM H 4/2/07 D 6351 7 4/3/07 E 6351 28 4/24/07 F 6351 28 4/24/07 G 6351 14 I Average PSI at 28 days , Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04/01/06 revised 10/01!06 Tested By: GW Reviewed By: J 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayy re Er). e e t. ro Redmond, WA 98052 DATA REPORT g'Sn�`.......-..`` y ph:425.869-8750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 27, 2007 BLDG PERMIT No.: 006-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels Cast By: Sampled At. (yd3): Time Batched: Time Sampled Sean Flint 83.00 of 390.5 6:06 7:00 GRID/ELEV: Panel 26 Mix No: Load Size: Samples. Cast 671174 10.00 7 4x8 cylinders yd3 TEO= :_ Concrete: 9 Grout: CRETE I;NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 51/2 inches 70 deg. F 6.9 sacks 3/4 inch 784031 422 Ibslft3 Masonry: 0 Other: Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 ADVA Admix 2 WRDA-64 Admix 3 Other 651 Ibs. 1209 lbs. 1939 lbs. 88 Ibs. 232 Ibs. 27.9 oz./ 33.3 oz/ oz./ Water Added On Site: 0 gly3 Authorized By: OTHER: Set 3/9. Cylinder break dates - 3 PM, 6 AM, 6 PM, 7, 28, 28, Hold. Break 3 day cylinder on 3-30-07 ©, 1:00 PM, 3500 psi required. It not at strength, break ANI -6 day cylinder on 4-2-07 a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C391 C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE A DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTIONZ AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required rsinuain A 6351 3 3/30/07 4.00 50450 12.56 4020 2 8 6351 6AM H 4/2/07 _ C 6351 6PM H 4/2/07 0 6351 7 4/3/07 4.00 63340 12.56 5040 2 E 6351 28 4/24/07 F 6351 28 4/24/07 G 6351 H Average PSI at 28 days Remarks: Date Received In Lab: 3/28/07 Compressive Strength 04101/06 revised 10/01106 Tested By: GW Reviewed By: 61,1 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.889-8761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 11.00 of 467 Time Batched: Time Sampled 5:35 6:00 hayremcelIrtw. LFCroy S � HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 29 Mix No: Load Size: Samples. Cast 6000 yd3 4 4x8 cylinders Concrete: 0 Grout: NC RMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5" inches 66 deg. F 6 sacks 3/4 inch 781420 468 I bs/ft3 Water Added On Site: OTHER: Set #1110 0 g/y3 Masonry: 0 Other. BAT : E Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 568 1368 1943 lbs. lbs. lbs. lbs. 235 lbs. oz./ oz./ oz./ Authorized By: Cylinder break dates - 1,11,28,26,Hold. break 11 day cylinder 4-2437 022 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, 0780, C1019 SAMPLE Na. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD {lbs} AVERAGE CROSS SECTION z AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (race/kW/ ' vh d taength A 6296 7 3/28/07 4.00 53830 12.56 4290 2 B 6296 11 4/2/07 4.00 59980 12.56 4780 2 C 6296 28 4/18/07 D 6296 28 4/18/07 E 6296 H Average PSI at 28 days , Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH ha remcelro+y' DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 44.00 of 467 Time Batched: Time Sampled 5:48 6:30 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 32 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 rep., Gi6.Y:Y,w''"4'.XF$) 2'a:.ir.*ba:' 'c.-� > `.'YR'ar�rf�".'-i".g.9:-d r7• Th - of"rµAYv Concrete: E3 Grout: ONOW7gINFORMAn 4 1/2 inches 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 68 deg. F 6 sacks 3/4 inch 781424 434 Ibs/ft3 as Water Added On Site: 0 g/y3 Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 Ibs. 1365 Ibs. 1943 lbs. Ibs. 238 lbs. ozJ ozJ ozJ Authorized By: OTHER: Set #2 Cylinder break dates - 7,11,28,28,Ho1d. break 11 day cylinder 4-2-07 6:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD {Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (p&) TYPE OF FRACTURE (r�,,;��,�,Q�, bebw speciira6a) A 6297 7 3/28/07 4.00 49860 12.56 3970 2 B 6297 11 4/2/07 4.00 61430 12.56 4890 2 C 6297 28 4118107 D 6297 28 4118107 E 6297 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04!01106 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay8emcetroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels Cast By: Sampled At. (yd3): Time Batched: Time Sampled Sean Flint 98.00 of 467 6:25 7:00 GRID/ELEV: panel 35 Mix No: Load Size: Samples. Cast 6000 10.00 4 4x8 yd3 Concrete: Grout: 0 ,.#i,E), NCRE`1f`E . 1N.EOR IfIATtQN : 7 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 43/4 inches 73 deg. F 6 sacks 3/4 inch 781436 402 Ibs/ft3 Water Added On Site: OTHER: Set #3 0 g/y3 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 561 1368 1946 lbs. lbs. lbs. lbs. 238 lbs. oz./ oz./ oz./ Masonry: 0 Other: 0 Authorized By: Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 42-07 g 6:00 AM COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE p�„��g„ babwspeoHkation) A 6298 7 3/28/07 4.00 58080 12.56 4620 2 B 6298 11 4/2/07 4.00 65350 12.56 5200 2 C 6298 28 4/18/07 D 6298 28 4/18/07 E 6298 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Tested By: GW Reviewed By: Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay6emcelroy . $.- PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A --CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: panel 71 Cast By: Sean Flint _Mix No: Sampled At. (yd3): 131.00 of 467 Load Size: Time Batched: Time Sampled 7:00 7:45 Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: 0 Grout: r ONCRETEINFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 72 deg. F 6 sacks 3/4 Inch I bs/ft3 781450 433 Water Added On Site: giya Masonry: 0 1 Other: 0 Cement 564 lbs. Fine Aggregate Coarse Aggregate 1957 Ibs. 1377 Ibs. Flyash Water Admix 1 Admix 2 Admix 3 Other Ibs. 231 lbs. oz./ oz./ oz./ Authorized By: OTHER: Set #4 Cylinder break dates - 7,11,28,2B,HoId. Break 11 day cylinder71-Z-0/ ' g B:OU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. ' LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA(inch)(Psi) COMPRESSIVE STRENGTH TYPE OF FRACTURE (wailed ',strength wow sp� h0N A 6299 7 3/28/07 4.00 55750 12.56 4440 2 B 6299 11 4/2/07 4.00 63730 12.56 5070 2 C 6299 28 4/18/07 D 6299 28 4/18/07 E 6299 H Average PSI at 28 days , Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: Qy 14 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayrezm.ceLroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels Sean Flint 186.00 of 467 7:25 8:15 GRID/ELEV: panel 62 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3 3/4 inches 74 deg. F 6 sacks 3/4 inch 781478 448 Ibs/ft3 Water Added On Site: 0 g/y3 OTHER: Set #5 Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-£-Uf (9 Ii:OU AM Masonry: 0 Cement Fine Aggregate Coarse Aggregate Fiyash Water Admix 1 Admix 2 Admix 3 Other Other. 0 565 lbs. 1377 lbs. 1956 lbs. lbs. 231 lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE frequked It strength beilsw specification) A 6300 7 3/28/07 4.00 63090 12.56 5020 2 B 6300 11 4/2/07 4.00 68780 12.56 5480 2 C 6300 28 4/18/07 D 6300 28 4/18/07 E 6300 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04101/06 revised 10101106 Tested By: GW Reviewed By: Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 Ibs. 1379 Ibs. 1957 Ibs. Ibs. 237 Ibs. oz./ oz./ oz./ Masonry: 0 Other. 0 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 - Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Mt By: Sean Flint Sampled At. (yd3): 251.00 of 467 Time Batched: Time Sampled 8:19 9:00 haybremcelroy E,i HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR,- — Bayiey..- SUPPLIER: Stoneway GRID/ELEV: panel 42 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: J Grout: 0 CONCRETE.'iN1 ORMA' Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 71 deg. F 6 sacks 3/4 inch 781543 459 Ibs/ft3 • Water Added On Site: OTHER: Set #6 0 gh3 Authorized By: Cylinder break dates - 7,11,26,26,Hold. Break 11 day cylinder 4-2-07 a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION z AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE "strength A 6301 7 3/28/07 4.00 55270 12.56 4400 2 B 6301 11 412/07 4.00 61660 12.56 4910 2 C 6301 28 4/18/07 D 6301 28 4/18/07 E 6301 H - Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Tested By: GW Reviewed By: £ N Compressive Strength 04/01/06 revised 10)01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH ha remcelro- DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 21, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sampled At. (yd3): Time Batched: Time Sampled Sean Flint 294.00 of 467 8:45 9:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway panel 49 6000 10.00 4 4x8 yd3 .TERIAL"TESTM - ' Concrete: Grout: ,..,;. >.CtNCiETE'INE. RMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 70 6 3/4 781565 422 inches deg. F sacks inch Ibs/ft3 -cw Water Added On Site: OTHER: Set #7 0 g/y3 Masonry: 0 Other. IG Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1376 1956 lbs. lbs. lbs. lbs. 237 lbs. oz./ oz./ oz. 1 Authorized By: Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-2-07 (sIi:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOQ (lbs) AVERAGE CROSS SECTION 2 AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE bebw ,re grrnn A 6302 7 3/28/07 4.00 56140 12.56 4470 2 B 6302 11 4/2/07 4.00 62870 12.56 5010 2 C 6302 28 4/18/07 D 6302 28 4/18/07 E 6302 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: lj 11 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 337.00 of 467 Time Batched: Time Sampled 9:17 -9:45 hay&emce.roy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 51 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 cEFs^t=5ii, 1.s=.r v<xExx. = rz.. I. T sP°"fzF�;3;s',:�95'^R4✓»Y�+,�pY. ?u 5„�3,( ;e=�v'v.:.sfr%s�idiarro�4=ams F . 3✓.:,.-ai,�y^. ..� p^< Concrete: Grout: 0 .CONC)'tE'TE1NFORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/4 inches 70 deg. F 6 sacks 3/4 inch 781606 434 Ibs/ft3 Water Added On Site: 0 g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 563 1381 1954 lbs. lbs. lbs. lbs. 236 lbs. oz./ oz./ oz. 0,4 Authorized By: OTHER: Set #8 Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-2-0! a 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (requiredn�enyu, eeuwspaarcation) A 6303 7 3/28/07 4.00 55350 12.56 4410 2 B 6303 11 4/2/07 4.00 63940 12.56 5090 2 C 6303 28 4118/07 D 6303 28 4/18/07 E 6303 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels Sean Flint 381.00 of 467 9:44 0:00 hay[emcteLroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 54 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 TE+ Concrete: 0 Grout: NCRE ;E.n.) i ' MA O Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 76 6 3/4 781636 445 inches deg. F sacks inch Ibslft3 Water Added On Site: O g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1377 1956 lbs. lbs. lbs. lbs. 236 lbs. oz./ oz./ oz. t>. Authorized By: OTHER: Set #9 Cylinder break dates - 7,11,28,28,Hoid. Break 11 day cylinder 4 -2 -47W6:00 -AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231 C780. C1019 SAMPLE Na. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) lbs AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (p&) TYPE OF FRACTURE (r,qur d strength below specification) A 6304 7 3/28/07 4.00 57280 1 12.56 4560 2 B 6304 11 4/2/07 4.00 70000 12.56 5570 2 C 6304 28 4/18/07 D 6304 28 4/18/07 E 6304 H Average P$I at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: 2i 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 21, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 435.00 of 467 Time Batched: Time Sampled 10:10 10:45 hayremce[roy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: panel 1 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Q Grout: 0 NORETEINFORMAT1 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 72 deg. F 6 sacks 3/4 Inch 781691 433 Ibs/ft3 Water Added On Site: 0 g/y3 OTHER: Set #10 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1381 1956 lbs. lbs. lbs. lbs. 236 lbs. oz./ ozJ oz./ Authorized By: Cylinder break dates - 7,11,28,28,Hold. Break 11 day cylinder 4-2-U7 L 8:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE �„,�,��, °eiow "cation) A 6305 7 3/28/07 4.00 55680 12.56 4430 2 B 6305 11 4/2/07 4.00 63670 12.56 5070 2 C 6305 28 4/18/07 D 6305 28 4118/07 E 6305 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: 411 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 568.00 of 720 Time Batched: Time Sampled 5:55 6:30 haysemcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: Grout: �..{OfiS CRgre NFiC3RMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4 1/4 80 4.8 7/8 N/A N/A 141 464 12 inches deg. F sacks inch Ibs/ft3 Water Added On Site: 0 g/y3 OTHER: Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 lbs. lbs. lbs. lbs. lbs. oz./ oz./ 0 oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA [ASTM C39. C1231. C780. C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION 2) AREA (Inchz COMPRESSIVE STRENGTH (pal) TYPE OF FRACTURE dace 6C8I skimpily 6218 7 3171074.00 45920 12.56 3660 2 B 6218 28 3/28/07 4.00 72080 12.56 5740 2 C 6218 28 3/28/07 4.00 71080 12.56 5660 2 D 6218 H Average PSI at 28 days 570U Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04(01/08 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: COMPRESSIVE STRENGTH DATA REPORT hayhemceli 9y Kohl's #11125 Tukwila March 6, 2007 • i1,.. SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cast By: Sampled At. (yd3): 622.00 of 720 SOG R Bosma Time Batched: Time Sampled 7:38 8:14 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: SUPPLIER: GR1 D/ELEV: Mix No: Load Size: Samples. Cast D06-388 Stoneway 448172 11.00 yd3 4 4x8 cylinders Concrete: 0 Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 80 4.8 7/8 N/A N/A 214 425 42 inches deg. F sacks inch Ibsi t3 Water Added On Site: OTHER: 0 gJy3 Masonry: ❑ Other Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ N Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C391 C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)AREA AVERAGECROSS SECTION (inch2) COMPRESSIVE STRENGTH (Psl) TYPE OF FRACTURE ° A 6219 7 317/07 4.00 58280 12.56 4640 2 B 6219 28 3/28/07 4.00 80210 12.56 6390 2 C 6219 28 3/28/07 4.00 80550 12.56 6410 2 0 6219 H Average PSI at 28 days 6400 , Remarks: Date Received in Lab: 3/8/07 Compressive Strength 04/01!06 revised 10/01/06 Tested By: M H H Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayaemctetroy -0 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 6, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG Cast By: Sampled At. (yd3): Time Batched: Time Sampled R Bosma 655.00 of 720 8:21 8:20 GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 TE Concrete: Q Grout: 0 MCRETE_, NI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 80 4.8 7/8 N/A N/A 263 442 42 inches deg. F sacks Inch Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 ;md'✓ =n-2 P454aa4, ,ii161. Other 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other S 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (11n)SECTION2 AVERAGE CROSS AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (requiredVs erwm A 6220 7 3/7/07 4.00 53280 12.56 4240 2 B 6220 28 3/28/07 4.00 74360 12.56 5920 2 C 6220 28 3/28/07 4.00 75250 12.56 5990 2 D 6220 H Average P tat 28 days 5955 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6759 fx: 425.869-6761 COMPRESSIVE STRENGTH hay& e mce troy DATA REPORT :......:....:..:..........:.......... PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 699.00 of 720 Time Batched: Time Sampled 9:20 9:56 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 006-388 Bayley Stoneway 448172 11.00 4 4x8 cylinders yd3 T RIAL TESTED W Concrete: Grout: 0 CONCRETrINFORMA' Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem • 51/4 80 4.8 7/8 WA N/A 329 442 42 Inches deg. F sacks inch % Ibs/ft3 Water Added On Site: OTHER: 09h3 Masonry: 0 Other 0 TIGHT Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. lbs. Ibs. lbs. lbs. oz./ oz./ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) ' AVERAGE CROSS SECTION= AREA (Inch ) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE below A 6221 7 317/07 4.00 55870 12.56 4.450 2 B 6221 28 3/28/07 4.00 73810 12.56 5880 2 C 6221 28 3/28/07 4.00 78680 12.56 6260 2 D 6221 H 0 _ Average P$I at 28 days 61170 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 10.00 of 120 Time Batched: Time Sampled 13:39 14:12 hayaemcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Pr Concrete: Grout: 0 CRETE CNFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 75 4.8 7/8 N/A N/A 653 426 55 Inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 09ly3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other �x=ss.r,•^rzss „xR�-sera ;:oa;;°`3fn•saa 457 1455 1956 83 173 21.3 34.5 0 lbs. Ibs. lbs. lbs. Ibs. oz./ oz./ oz. erg Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGEOF DATE TEST AVERAGE DIAMETER MAX/MUM LOAD (Ibs)2 AVERAGE CROSS SECTION AREA (inch ) ' COMPRESSIVE STRENGTH (psi)bb,.,w TYPE OF FRACTURE Win) A 6222 7 3/7/07 4.00 48280 12.56 3840 2 B 6222 28 3/28/07 4.00 70310 12.56 5600 2 C 6222 28 3/28/07 4.00 79200 12.56 6310 2 D 6222 H Average PSI at 28 days 5955 Remarks: Date Received In Lab: 3/8/07 Tested By: MHH Reviewed By: et(It Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 iv 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 52.00 of 120 Time Batched: Time Sampled 14:27 13:55 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRIDIELEV: Mix No: Load Size: Samples. Cast hayremcelroy -0- 07-056-1 D06-388 Bayley Stoneway 448172 11.00 4 4x8 cylinders yd3 (MATERIAL TESTED Concrete: El Grout: 0 NGRETE.INFORM Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 3 1/2 75 4.8 7/8 N/A N/A 701 422 55 inches deg. F sacks inch 9�0 lbs/ft3 Water Added On Site: OTHER: 0 g/? Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: x,¢ COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)(Psi) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH TYPE OF FRACTURE (required ffStrength specification) A 6223 7 3/7/07 4.00 59310 12.56 4720 2 B 6223 28 3/28/07 4.00 82030 12.56 6530 2 C 6223 28 3/28/07 4.00 83790 12.56 6670 2 D 6223 H Average PSI at 28 days 6600 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: ('q't 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 93.00 of 120 Time Batched: Time Sampled 15:36 16:45 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayremcelroy 07-056-1 D06-388 Bayley Stoneway 448172 11.00 4 6x12 cylinders yd3 Concrete: El Grout: 0 CRETE. NFORMA fto,N Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4 76 4.8 7/8 N/A N/A 738 421 55 inches deg. F sacks inch Ibs/ft3 7 77 Water Added On Site: OTHER: 0 gh3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 lbs. 1455 lbs. 1956 lbs. 83 lbs. 173 lbs. 21.3 oz./ 34.5 oz./ 0 oz./ 7 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION � AREA (Inch2) COMPRESSIVE STRENGTH (POed TYPE OF FRACTURE f ngth below A 6224 7 317/07 4.00 56490 12.56 4500 2 B 6224 28 3/28/07 4.00 79660 12.56 6340 2 C 6224 28 3/28/07 4.00 75570 12.56 6020 2 0 6224 H Average PSI at 28 days , 6180 Remarks: Date Received In Lab: 3/8/07 Compressive strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: �� 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 459.00 of 720 Time Batched: Time Sampled 4:51 5:56 hayresmfcelroy -4p-- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 MA't_ESTE —5,7251, MEM Concrete: El Grout 4 . CONC tETEINFORMA' 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temo 5 1/2 76 4.8 7/8 N/A N/A 117 459 42 inches deg. F sacks inch Ibs/tt3 Water Added On Site: OTHER: 0g y3 Masonry: 0 Other Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. Ibs. lbs. Ibs. oz./ ozJ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE.EST DATE OF AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION2 AREA {inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE (required If strength Deb" spBiofiaaton) A 6217 7 3f7/07 4.00 40770 12.56 3250 2 B 6217 28 3/28/07 4.00 58700 12.56 4670 2 C 6217 28 3/28/07 4.00 61460 12.56 4890 2 D 6217 H Average PSI at 28 days 4780 Remarks: Date Received In Lab: 3/8/07 Tested By: MHH Reviewed By: Compressive Strength 04101106 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): Time Batched: Time Sampled 448.00 of 720 4:48 5:42 haysemcelroy -9- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway 448172 11.00 4 4x8 cylinders yd3 i4TERiAL TESTS Concrete: 0 Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp Water Added On Site: OTHER: FRM 0w 0 51/2 inches 82 deg. F 4.8 sacks 7/8 inch N/A % N/A Ibsfft3 115 448 42 0 g/y3 Masonry: Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 lbs. lbs. Ibs. Ibs. Ibs. oz.f oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231. C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi)0.0.d, TYPE OF FRACTURE below A 6216 7 3/7/07 4.00 47010 12.56 3740 2 B 6216 28 3/28/07 4.00 65470 12.56 5210 2 C 6216 28 3/28/07 4.00 73860 12.56 5880 2 0 6216 H Average PSI at 28 days 5545 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/91/06 revised 10/01106 Tested By: GW Reviewed By: �r{ 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 393.00 of 720 Time Batched: Time Sampled 4:27 5:23 HMA PROJECT No.: hayaemceiroy 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway 448172 11.00 4 4x8 cylinders yd3 Concrete: 2 Grout: :CONGREE INFORMATION. .; Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 1/2 78 4.8 7/8 N/A N/A 103 445 42 inches deg. F sacks inch °Yo Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 lbs. Ibs. lbs. lbs. Ibs. oz./ oz./ oz.I Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE AVERAGE DIAMETER LOAD AVERAGE CROSS SECTIONSECTION2 AREA (inch ) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE (required „ � DATEMAXIMUM - OF_ TEST A 6215 7 3/7/07 4.00 43620 12.56 3470 2 B 6215 28 3/28/07 4.00 64940 12.56 5170 2 C 6215 28 3/28/07 4.00 67270 12.56 5360 2 D 6215 H Average PSI at 28 days , 5265 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04!04!06 revised 10101/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcelroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 6, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG Cast By: Sampled At. (yd3): Time Batched: Time Sampled R Bosma 317.00 of 720 3:51 4:55 GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: I=1 Grout: 0 N OR Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 1/4 80 4.8 7/8 NIA N/A 92 448 42 inches deg. F sacks inch lbs/f3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other 0 Cement Fine Aggregate Coarse Aggregate Fiyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 lbs. lbs. lbs. lbs. lbs. ozJ oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION z AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (movertbongth °"'bort A - 6214 7 3/7/07 4.00 49870 12.56 3970 2 B 6214 28 3/28/07 4.00 71520 12.56 5690 2 C 6214 28 3/28/07 4.00 80280 12.56 6390 2 D 6214 H Average PSI at 28 days 6040 - Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 9 V i 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 306.00 of 720 Time Batched: Time Sampled 3:42 4:34 haymsm,ceLroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway 448172 11.00 4 6x12 cylinders yd3 .A„, as J=-.! A ua� Concrete: 0 Grout: 0 CONCRETEtl1NFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 4 Qty inches 63 deg. F 4.8 sacks 7/8 inch N/A % N/A Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. Ibs. Ibs. lbs. oz./ oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE below specificaLkwr) A 6213 7 3/13/07 4.00 54980 12.56 4380 2 B 6213 28 4/3/07 4.00 73370 12.56 5840 2 C 6213 28 4/3/07 4.00 80070 12.56 6380 2 D 6213 H Average PSI at 28 days 6110 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay[em.cte1 oy PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 262.00 of 720 Time Batched: Time Sampled 3:23 4:00 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRI DIELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway 448172 11.00 4 6x12 cylinders yd3 Concrete: Cj Grout ' E-tNI ORM ON Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 5 77 4.8 7/8 N/A NIA 84 445 42 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 110 457 1455 1956 83 173 21.3 34.5 0 lbs. Ibs. Ibs. Ibs. lbs. oz./ oz./ oz./ X49 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)s AVERAGE CROSS SECTION AREA (Ind?) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE (required sd A 6212 7 3/13/07 4.00 43800 12.56 3490 2 B 6212 28 4/3/07 4.00 76910 12.56 6120 2 C 6212 284/3/07 4.00 71530 12.56 5700 2 D 6212 H v Hold 1 Average P I at 28 days 5910 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: — �t�osma hayaesmcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Sampled At. (yd3): 218.00 of 720 Time Batched: Time Sampled 3:05 3:47 Mix No: Load Size: Samples. Cast 448172 11.00 yd3 4 6x12 cylinders Concrete: 11 Grout: OmpggrgiNfpROAA., Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temu 5 77 4.8 7/8 N/A N/A 78 425 42 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 0 gly3 Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 lbs. 1455 lbs. 1956 lbs. 83 lbs. 173 lbs. 21.3 oz./ 34.5 oz./ 0 oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTlON2 AREA (Inch2) COMPRESSIVE STRENGTH (psi)(required TYPE OF FRACTURE strength A 6211 7 3/13/07 4.00 47020 12.56 3740 2 B 6211 28 4/3/07 4.00 78910 12.56 6280 2 C 6211 28 4/3/07 4.00 74210 12.56 5910 2 D 6211 H Hold Average P I at 28 days 6095 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT haygemcelroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 6, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG GRID/ELEV: Cast By: R Bosma Mix No: Sampled At. (yd3): 164.00 of 720 Load Size: Time Batched: Time Sampled 2:47 3:19 Samples. Cast 448172 11.00 4 6x12 cylinders yd3 Concrete: D Grout: 0 ONtligrOg RMA; „ Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temo 4 inches 77 deg. F 4.8 sacks 7/8 inch N/A % N/A Ibs/ft3 71 460 42 ea Water Added On Site: 0 g/y3 OTHER: Masonry: ❑ Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other x:r 457 1455 1956 83 173 21.3 34.5 0 lbs. lbs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)2 AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE trepoineti If strength A 6210 7 3/13/07 4.00 48080 12.56 3830 2 B 6210 28 4/3/07 4.00 83770 12.56 6670 2 C 6210 28 4/3/07 4.00 86380 12.56 6880 2 D 6210 H Hold Average PSI at 28 days 6775 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 Ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 6, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 109.00 of 720 Time Batched: Time Sampled 2:07 2:50 hay�em,ceLi oy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 6x12 cylinders yd3 R L Concrete: [] Grout: °-7,',TCONCRETEmtNFORMATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temn 4 1/2 77 4.8 7/8 N/A N/A 62 434 42 inches deg. F sacks Inch Ibs/ft3 r Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. 0 IG Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. Ibs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE nro 6209 7 3/13/07 4.00 57010 12.56 4540 2 B 6209 28 4/3/07 4.00 76340 12.56 6080 2 C 6209 28 4/3/07 4.00 73980 12.56 5890 2 D 6209 H Hold Average PSI at 28 days 5935 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 Tx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): 55.00 of 720 Time Batched: Time Sampled 1:50 2:25 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hays esmceLroy 07-056-1 D06-388 Bayley Stoneway 448172 11.00 4 6x12 cylinders yd3 ...,.6.3,x, Concrete: 0 Grout: 0 CONCRETE' INFORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Tem 41/2 77 4.8 7/8 N/A N/A 56 468 42 inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 0gIy3 Masonry: ❑ Other. 0 GH Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER T MAXIMUM LOAD () lbs AVERAGE CROSS SECTION AREA (inch=) COMPRESSIVE STRENGTH (PsI) TYPE OF FRACTURE baker ngth A 6208 7 3/13/07 4.00 47040 12.56 3750 2 B 6208 28 4/3/07 4.00 72840 12.56 5800 2 C 6208 28 4/3/07 4.00 70060 12.56 5580 2 D 6208 H Hold r Average PSI at 28 days 5690 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: GW Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 6, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: R Bosma Sampled At. (yd3): Time Batched: Time Sampled of 720 hayaemcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 11.00 4 6x12 cylinders yd3 Concrete: Ei Grout: 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temo 4 63 4.8 7/8 N/A N/A inches deg. F sacks inch Ibs/ft3 Water Added On Site: 0 gly3 OTHER: Masonry: 0 Other 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 WRDA 64 Admix 2 DARASET Admix 3 Other 457 1455 1956 83 173 21.3 34.5 0 Ibs. Ibs. Ibs. Ibs. lbs. ozJ oz./ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ( 7 A 6207 7 3/13/07 4.00 46120 12.56 3670 2 B 6207 28 4/3/07 4.00 71760 12.56 5710 2 C 6207 28 4/3/07 4.00 68980 12.56 5490 2 D 6207 H Hold Average P I at 28 days 5600 Remarks: Date Received In Lab: 3/8/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 98.00 of 467 Time Batched: Time Sampled 6:25 7:00 hayremcetroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 35 Mix No: Load Size: Samples. Cast 6000 10.00 4 4x8 yd3 Concrete: J Grout: 0 ` ) ICRETE NFORfitA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 inches 73 deg. F 6 sacks 3/4 inch 781436 402 Ibslft3 Water Added On Site: OTHER: Set #3 0g/y3 Masonry: 0 Other. 0 ',13A INXIOOTL, Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 561 lbs. 1368 lbs. 1946 lbs. lbs. 238 lbs. oz./ oz./ oz./ Authorized By: Cylinder break dates - (,11,28,28,Hold. Break 11 day cylinder 4-2-07 g 6:0(TAM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) , AVERAGE CROSS SECTION z AREA (Inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE belif ow A 6298 7 3/28/07 4.00 58080 12.56 4620 2 B 6298 11 4/2/07 C 6298 28 4/18/07 D 6298 28 4/18/07 E 6298 H y Average PSI at 28 days Remarks: Date Received in Lab: 3/22/07 Compressive Strength 0401106 revised 10101106 Tested By: MHH Reviewed By: 414 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 21, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 131.00 of 467 Time Batched: Time Sampled 7:00 7:45 hayaem.clell,-oy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: panel 71 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: LJ Grout: NCRETE. FORMA Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 inches 72 deg. F 6 sacks 314 inch 781450 433 % Ibslft3 Water Added On Site: OTHER: Set #4 0 9/? Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1377 1957 Ibs. Ibs. 231 Ibs. Ibs. Ibs. oz./ ozJ oz./ Authorized By: Cylinder break dates - 1,11,28,28,Hold. Break 11 day cylinder 42-U7 c 6:00 AM COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 ' SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION x AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (repuredxso-enotn bebw spec a6ora A 6299 7 3/28/07 4.00 55750 12.56 4440 2 a 6299 11 4/2/07 C 6299 28 4/18/07 D 6299 28 4/18/07 E 6299 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10101/06 Tested By: MHH Reviewed By: 614 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 186.00 of 467 Time Batched: Time Sampled 7:25 8:15 h HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 62 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: 0 Grout: F. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3314 74 6 3/4 781478 448 inches deg. F sacks inch lbs/t3 Water Added On Site: OTHER: Set #5 O gly3 Masonry: D Other. ACM. ' 'EI Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 lbs. 1377 Ibs. 1956 Ibs. Ibs. 231 Ibs. oz./ oz.1 oz.I Authorized By: Cylinder break dates - 7,11,28,28,AoTd. Break 11 day cylinder 4 -2 -Ur ( ti:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ms)AREA(Inch2) AVERAGE CROSS SECTION COMPRESSIVE STRENGTH (psi) TYPE OF FRACequired if TURE FRACTURE belhwspeUReatfonl A 6300 7 3/28/07 4.00 63090 12.56 5020 2 B 6300 11 4/2/07 C 6300 28 4/18/07 _ D 6300 28 4118107 E 6300 H ` Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04101!06 revised 10/01/06 Tested By: MHH Reviewed By: 004 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 251.00 of 467 Time Batched: Time Sampled 8:19 9:00 hay8emcelroy --- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: panel 42 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 STE3;:�� Concrete: Grout 0 NCRETE NFORMA`1°IO` Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 71 deg. F 6 sacks 3/4 inch 781543 459 Ibs/ft3 Water Added On Site: 0 g/y3 OTHER: Set #6 Masonry: ❑ Other 0 arm Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 Ibs. 1379 Ibs. 1957 lbs. lbs. 237 Ibs. oz./ oz./ oz. Authorized By: Cylinder breaK dates - 7,11,2d,ZB,Ffald_ break 11 —day cylinder 4-2-117 c 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs): AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE red it'airength > A 6301 7 3/28/07 4.00 55270 12.56 4400 2 B 6301 11 4/2/07 C 6301 28 4/18/07 D 6301 28 4/18/07 E 6301 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Tested By: MHH Reviewed By: 414 Compressive Strength 04101/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH hayhem.celroy DATA REPORT ==-=-=::..__. Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 _psi at 28 days Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled Tilt panels Sean Flint 294.00 of 467 8:45 9:30 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRIDIELEV: panel 49 Mix No: Load Size: Samples. Cast 6000 10.00 4 4x8 yd3 Concrete:coNpgg [] Grout: INFORMATIONys "..Y Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 70 6 3/4 781565 422 inches deg. F sacks inch lbs/t3 Water Added On Site: OTHER: Set #7 Ogly3 Masonry: 0 Other. 1 GItT Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1376 1956 lbs. lbs. lbs. lbs. 237 lbs. oz./ oz./ oz./ v�av�btl �+4 Authorized By: Cylinder break dates - 7,11,2U,28,Hold. tlreek 11 day cylinder 4-2-07 g e:00AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD Obs) AVERAGE CR035 SECTION ) COMPRESSIVE STRENGTH (PO (PO(Inchs TYPE OF FRACTURE (requiredifstrength E berm specification) A 6302 7 3/28/07 4.00 56140 12.56 4470 2 B 6302 11 4/2/07 C 6302 28 4/18/07 D 6302 28 4/18107 E 6302 H Average PSI at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 0411106 revised 10/01106 Tested By: MHH Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayr esm,croy dWA 98052 DATA REPORT = e tRedmond, ph:425.869-6750 1x: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRIO/ELEV: panel 51 Cast By: Sean Flint Mix No: Sampled At. (yd3): 337.00 of 467 Load Size: Time Batched: Time Sampled 9:17 9:45 Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Grout 0 lNORgTE.1NFoRMA. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/4 inches 70 deg. F 6 sacks 3/4 inch 781606 434 Ibs/ft3 Water Added On Site: OTHER: Set #8 0g/y3 Masonry: 0 Other: 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 563 1381 1954 Ibs. Ibs. Ibs. Ibs. 236 Ibs. oz./ oz./ oz.I Authorized By: Cylinder break dates - 7,11,.03,28,F1618:break 11 day cylinder 4=1-07 Q 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OFDIAMETER TEST AVERAGE MAXIMUM LOAD (Ibs)2 AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (ps#) TYPE OF FRACTURE ca A 6303 7 3/28/07 4.00 55350 12.56 4410 2 8 8303 11 412107 C 6303 28 4118/07 D 6303 28 4118107 E 6303 H ______ Average PSI at 28 days Remarks: Date Received In Lab: 3122107 Compressive Strength 04/01/06 revised 10/01/06 Tested By: M H H Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425,869-6750 ix: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayhemcelroylos t, PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: panel 54 Cast By: Sean Flint Mix No: Sampled At. (yd3): 381.00 of 467 Load Size: Time Batched: Time Sampled 9:44 0:00 Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: 2 Grout: 0 "f N Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4112 inches 76 deg. F 6 sacks 3/4 inch 781636 445 Ibs/ft3 :1suy.._.., Water Added On Site: 0g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 564 1377 1956 Ibs. Ibs. Ibs. Ibs. 236 Ibs. oz/ oz./ oz.f Authorized By: OTHER: Set #9 Cylinder break dates - f,11,213,28,Hold. break 11 day cylinder 4-2-07 (c., 6:UU AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTIONZ AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE s ca bobw A 6304 7 3/28/07 4.00 57280 12.56 4560 2 B 6304 11 4/2/07 C 6304 28 4/18/07 D 6304 28 4/18/07 E 6304 H - Average PSI at 28 days ------ Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed B : Qyj,� Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 1381 1956 lbs. lbs. lbs. lbs. 236 lbs. oz./ oz. oz. Masonry: 0 Other: ;';,N .Ur�s;vE:iRo v� a;Y✓.6a�r-::!'4`Ti�p^.a, 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT haybemcelroy -$-- PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Tilt panels GRID/ELEV: panel 1 Cast By: Sean Flint Mix No: Sampled At. (yd3): 435.00 of 467 Load Size: Time Batched: Time Sampled 10:10 10:45 Concrete: Samples. Cast 6000 11.00 4 4x8 yd3 Grout: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 72 6 3/4 781691 433 inches deg. F sacks inch Ibs/ft3 a .q Water Added On Site: OTHER: Set #10 Og/y3 Authorized By: Cylinder break dates - 7,11,28,28,Hold. break 11 day cylinder 4-2-1.1 t 6:00 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, 01019 SAMPLE No. LAB No. TESTOF AGE DATE TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)AREA AVERAGE CROSS SECTION (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE °�""'r A 6305 7 3/28/07 4.00 55680 12.56 4430 2 B 6305 11 4/2/07 C 6305 28 4/18/07 D 6305 28 4/18/07 E 6305 H -- ----Average PSI at 28 days — - - Remarks: Date Received In Lab: 3/22/07 Tested By: MHH Reviewed By: Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.669-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 44.00 of 467 Time Batched: Time Sampled 5:48 6:30 hayhemceiroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: panel 32 Mix No: Load Size: Samples. Cast 6000 11.00 4 4x8 yd3 Concrete: Grout: 0 N R Oa ry Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 68 6 3/4 781424 434 Inches deg. F sacks inch % Ibs/ft3 Water Added On Site: 0 gly3 OTHER: Set #2 Masonry: 0 Other: 0 c1 Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 565 Ibs. 1365 lbs. 1943 lbs. lbs. 238 Ibs. oz./ ozJ oz./ Authorized By: Cyiinderbreak dates - 7.11,28,28,Hold. break 11 day cylinder (03 6:O0 -AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD LOADSECTION AVERAGE CROSS AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE ngth e cnr" t A 6297 7 3/28/07 4.00 49860 12.56 3970 2 B 6297 11 4/2/07 C 6297 28 4/18/07 D 6297 28 4/18/07 E 6297 H ___ ' -- Average PSI at 28 days - Remarks: Date Received In Lab: 3/22107 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 4 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 21, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Tilt panels Cast By: Sean Flint Sampled At. (yd3): 11.00 of 467 Time Batched: Time Sampled 5:35 6:00 hayaexmcelroy -- - HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Panel 29 Mix No: Load Size: Samples. Cast 6000 4 4x8 cylinders yd3 Concrete: ❑ Grout: CONCRETEi tFORMACIGN Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5" inches 66 deg. F 6 sacks 3/4 inch 781420 468 Ibs/ft3 Water Added On Site: OTHER: Set #1/10 Og/ya Masonry: ❑ Other. of Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 568 1368 1943 lbs. lbs. lbs. lbs. 235 lbs. oz./ oz./ oz. .7411,2,16 Authorized By: Cylinder break daTes - 7,11,28,28,Hold. Break 11 day cylinder 4-2-07 @ 6:U0 AM COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGEMAXIMUM DIAMETER LOAD (lbs)(psi) AVERAGECROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH TYPE OF FRACTURE below spedfication) A 6296 7 3/28/07 4.00 53830 12.56 4290 2 B 6296 11 4/2/07 C 6296 28 4/18107 D 6296 28 4/18/07 E 6296 H Average P$1 at 28 days Remarks: Date Received In Lab: 3/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: �'l 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcetrkoy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: February 28, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Grade Beams GRID/ELEV: A -H/5.5-10 Cast By: Sean Flint Mix No: Sampled At. (yd3): 78.00 of 85 Load Size: Time Batched: Time Sampled 2:40pm 3:15pm Samples. Cast 448172 10.00 yd3 4 6x12 cylinders 'MATERIAL TESTED,:'. Concrete: Grout: 0 ;CONCRETE'INFORMATION Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 60 deg. F 4.8 sacks 3/4 inch 772295 402 Bio Ibs/ft3 Water Added On Site: OTHER: O g/y3 Masonry: 0 Other: BATC WE10HT Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 450 1428 1946 78 210 Ibs. Ibs. Ibs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (tbs) AVERAGE CROSS SECTION z AREA finch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ed strewth A 6188 7 3/7/07 6.00 90700 28.26 3210 2 B 6188 28 3/28/07 6.00 130840 28.26 4630 2 C 6188 28 3/28/07 6.00 132140 -428.26 4680 2 0 6188 H Average PSI at 28 days 4655 Remarks: Date Received In Lab: 3/2/07 Compressive Strength 04/01108 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayr e m,ce,L roy Redmond, WA 98052 DATA REPORT ph:425.869-6750 ix: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: February 28, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: Grade Beams GRIDIELEV: A -H15.5-10 Cast By: Sean Flint Mix No: Sampled At. (yd3): 3.00 of 85 Load Size: Time Batched: Time Sampled 11:51 am 12:30pm Samples. Cast 448172 11.00 4 6x12 cylinders yd3 "°MATERIALTESTED Concrete: Grout: :..CONCRETE:a.I4FORMATIQN... _ . . Slump 2114 inches Concrete Temp 60 deg. F Cement Content 4.8 sacks Max. Aggregate 3/4 inch Air Content Unit Weight Ticket No. Truck No. Other 772158 468 Ibslft3 v. Water Added On Site: OTHER: O g/y3 Masonry: 0 Other: TCH WEIGHTS;` Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 453 1429 1943 83 212 Ibs. lbs. lbs. Ibs. Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (Psi/ TYPE OF FRACTURE (required Mew apea7i on) A 6186 7 . 3/7107 6.00 111990 28.26 3960, 2 B 6186 28 3/28/07 6.00 159700 28.26 5650 2 C 6186 28 3128107 6.00 151350 28.26 5360 2 D 6186 , H Hold r Average PSI at 28 days 5505 Remarks: Date Received In Lab: 3/2107 compressive strength 04/01106 revised 10101/06 Tested By: MHH Reviewed By: �1� 2757 152nd Avenue NE Redmond, WA 98052 ph:425. B69-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: February 28, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Grade Beams Cast By: Sean Flint Sampled At. (yd3): 36.00 of 85 Time Batched: Time Sampled 1:04pm 1:45pm HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hay6emcL17,9y 07-056-1 D06-388 Bayley Stoneway A -H/5.5-10 448172 10.00 4 6x12 cylinders yd3 IJ °_'MATERIALTESTED .- Concrete: [] Grout: ONCRETE'INORMATION..:, Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 60 4.8 3/4 772271 404 inches deg. F sacks inch lbs/R3 Water Added On Site: OTHER: 0 9' /y3 Masonry: Other: 3CI=t. Y1fElGH Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 449 1439 1926 80 209 lbs. lbs. lbs. lbs. lbs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (113s)SECTION= AVERAGE CROSS AREA (inch2) COMPRESSIVE STRENGTH (psi' TYPE OF FRACTURE (Muffed ff strength a) 6187 7 3/7/07 6.00 90930 28.26 3220 2 B 6187 28 3/28107 6.00 136140 28.26 4820 2 C 6187 28 3/28/07 6.00 140190 28.26 4960 2 D 6187 H Average PSI at 28 days 4890 Remarks: Date Received In Lab: 3/2/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: I� �lIZ & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 23, 2007 Ms. Chris McCorkle SAK CONSTRUCTION PO Box 98188 Issaquah, WA 98188 RE: Special Inspection Kohl's Tukwila Tukwila, Washington Dear Ms. McCorkle, 1 .)1 RECEIVED COMMUNITY DEVELOPMENT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 8 through March 16, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division ICEG/pm CC: Ambrose Engineer City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 071µxd r ,Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL CONSTRUCTION TESTING ANO INSPECTION DATE:��(�lx PROJE T #: ': - C' %0 PROJECT:: i%W5/L.3°/L,1r� LOCATION: f c c o 'j7 #% i4 KRAZAN PROJECT MANAGER. ,r-13? ENGINEERING FIELD REPORT NO: 6 6 2 0 4 CONTRACTOR: 4 JURISDICTION:e PERMIT #: INSPECTOR: WEATHER: yUoL TEMP: -,7,7s90,2/1 ' ©,t- ..rs4 a - ...r r0 d 4 fr 06/ r'/'5 r ud://exJ74;1 . %/1_76/'n -t al/ �jer_ll)It dildQPS c-S'��0 #4 ,5- 44 /n r .r >1‘i -2d ,,./5.00c#6,1-7 ) J 4 (1-44/4--12 i / 46.0 - Cky.�s o c-.- !ems GJ,P e i'• Iry t/Q! ezed�Atir� -vO 1242 y AAs -71, .#54_,e -� -SQA �o s;7 7� n -t ea ," .0144,'...1., _Lr,trizafx.,_,Yealt.: A.,- // egizepi.t., ,aft -5- "7.42._ c/ _Ive isi e (2140, 4 Equipment/Asset Number(s): To the best of my knowledge, the a • • e W AS NOT performed in accordance wtih the approved plans, specifications, and regulatory requirern`, Superintendent/Representative: 1501 Field Repnrt.dnc Technicl Serving the Western Un ed States Revision 1 Effective Date: 5re5fl15 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any formal without the wrinen perrntssiva of the client and Krazan & Associates. I(J2'2L.ZaI1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: c371 p?DDPr PROJECT #� � -6761,99 ,99 PROJECT -- LOCATION: / 1„i76 OY �e►cJi` 474.1 KRAZAN PROJECT MANAGER: itzza FIELD REPORT NO: 6 5 8 2 4 CONTRACTOR: S C v ay c eA- 41-C., JURISDICTION: ter ("4 -764 --La.... JsI PERMIT #: C 3 8 INSPECTOR: WEATHER:ts��4j _1r/KJEMP: O . yoe.s4r erc. -Ti G._Y re Uvs d � eosin" T� �►eDFb A- /� P nnPS5 ) Z X F,ep » . % �Iiir.�� e see- el /?ct S igesa.^)%, s doer esT A h 255e re r -c avr n/,a - Xi'a za nr Jut1CIdi lis rg.,TeS 7567' /Or / A1eigrreer'P 5k r''@faJ7G.r, ??aer Q�frej_' vc410I^ ' - of i If f ' A" 4.4' At - d ' 1 , n, ., - ;.'Trif - ... . - _ �- - .Ar_ Ai / !. - i A' if LAO ..' i , • -f 4, A oArfr airs dVIL wry A? cfS/7fe /►e t/A a"." a_r . , I 1 ' f 34,b On �ree 40,^-#., &' d f„rr,.� 0.5 -.T�/ -.5.4 _JfAirexilv F- .• /1 1k. 0 el- rear{t s (Z) . 967- 6 an ., a r a ra_nrio,t... 11. (ep 4.4trn_r Pelage 11 /wit/ *kiwi-, xy A L. y'eI/ .It.►._: Fp : /5 F,, : ,83 (�`'l • ,n /0'.-0° d FF . 35 FLS AV /Be Lt1A 101-6') 4.rsp.A. artikles.e. rP�su t1Fs the reach n'y n The Mie* .e®pe..4 eJ—i r Equipment/Asset Number(s): To the best of my knowledge, the abo AS NOT performed in accordance with the approved plans, specifications, and regulatory requiremaa. Superintendent/Representative: 1501 Fired Rrpnrcdnc Serving the Western United'States Revision I Effective Dare: 5125105 The utf ormatiim provided on this report is prep.,red for the exclusive use n1 the client. This report may not he reprxtuced in arty format without the written permission of the client and Krazan & Aswriates- 'Ik'-� azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3 I l.: - O") PROJECT #:<91.4,L2 - PROJECT: \e -,,c, h� TV tk LOCATION: 11 �� c rL LQ 14kr. 4 Lovy. KRAZAN PROJECT MANAGER' r.E t y FIELD REPORT NO: 6 5 2 6 2 CONTRACTOR: �'y LR, JURISDICTION: "T.r apt . J r1 k PERMIT #: ,36 IS INSPECTOR: ' \ WEATHER: i2t Cjek) TEMP: (0 ts<34.' � \ c -k Mz —r) —re 4Q.4 S \ c>A3 `` c��-i�.� Gl c•(C Afi r1 �l f I 4 '�'©� , 1 : 1.100 © 5 \c -,4z).'\ - 1 -1 , f Imo; © `1.`01' �c\��f' �1iS:\�.P Flo, v1\ ‘Nr. Q. l`%L� <'t . (rejA c,(\t�?,�.1 .: Pa Cl i a� -S � r r��, u . n 4r� �,v � M , ! 1 t 2S is tAP�C`til., d' . � C�:� ; (\3 �5'K�riYl.�� cc)" .CS 4 c'ti.% *-C c.s_s : A q n l\tr aA i�p �� 416 ‘CJ2 k ()-1 lhtM.Me 1 t� L...pec�`_,J Equipment/Asset Number(s): To the best of my knowledge, the obo Superinf endent/Representative: / WAS NOT performed in accordance with the approved plans, specifications, and regulatory require v'r s9. Serving the Western United States 1501 Field Rpmr1J,r Revision I Effective Date 5!25115 The inhrrmamut provided on ihts repos is prepared for the exclusive use ,f:he client. This report may not he reproduced in any format-wtthom the written permission of the client end Kraxan A.caKia[e,. hayresmcelroy REcEIVED 'APR 0 2 2001 raitz47. SPECIAL INSPECTION DAILY REPORT i_ ; Project information Contract information Date: 3-13-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 21 Date Reviewed: 3/14/07 Project Location: 17150 South Center Parkway Mileage: C8 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor. Bayley Calendar Days Remaining: — Work "Conditions ;' _" . : inspection Type tsj !."Coverage.,,,,,; = :`:<, Temperature 40 F Documents Referenced: Approved Plans and Specifications Weather Cloudy 4 Site Condition Dry Site Equipment: ik Dr Structural Masonry: 'fl" Structural Steel/We din CFoundatioNS iIs - o ,Light Gauge Framingn © Lateral Wood "rartii:J. [1 Batch Pant , iZeiii oiceii CentreConcrete -©.SShotcrete Post -Tensioned [occr � Fire-Psoo�i� � Location and Description Of Inspection On site to inspect concrete placement for slab on grade #2. A total of 616 yd of Stoneway mix #448172 was placed via pump and consolidated with hydraulic screed. Re -steel was maintained in center of slab using plastic sand plate chairs. Location: D.5 to J/1-5.5 13 sets of four 4' x 8" concrete compressive strength specimens were sampled and placed in onsite cure boxes for curing prior to transporting to HMA's laboratory. Concrete was tested for slump and temperature at each sampling. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items requiring correction. None HMA inspector Print Name ; ° Sean Flint & Rory Bosma HMA Representative Signature Project Hours • Start Time: 12:00 AM Finish Time: 9:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcetroy & associale5,', Itc SPECIAL INSPECTION DAILY REPORT - Project Information Contract Information Date: 3-12-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 20 Date Reviewed: 3/14/07 Project Location: 17150 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor: Bayley Calendar Days Remaining: -- i Work Conditions : - ' - „ -, - - - '' , :.• ' ' - Inspection Type (s) i Coverage Temperature 46 deg F Documents Referenced: Approved Plans and Specifications Weather Partly cloudy Site Condition Dry Site Equipment: o i Structural Masonry . ' . '',- :' -. - ' :, - - ( ID ' Structural Steel/Welding ' -• ' " - "- ' D Foundation/Soils ' : : :. -, ' : . lo Light Gauge Framing - ' -':: - , , -ti Lateral Wood Framing ' — ? `, ' , . n SatCh Plant • . 1 Reinforced :Concrete , ti Shotcrete - n Post -Tensioned Concrete ' '0 Fire -Proofing Location and Description of inspection On site to inspect reinforcing steel for slab on grade pour 2. All re -steel is in accordance with approved plans. Re -steel will be centered in slab directly prior to concrete placement. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. , Items requiring correction None HMA inspector Print Nama Sean Flint HMA. Representative Signature ,.,- Project Hours ; • Start Time: 6:30 AM Finish Time: 10:30 AM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 cevised 10/01/06 hayremcetroy fiassociatf5, itc : .. , .... ,'.' • .'. ,',.''. : , ',-- c" - r ' ., •:E.SPECIALINSPECTION DAILY REPORT;:::-'; Karlin Nichols Project Information Contract Information Signature Date: 3/9/2007 Permit No: 6076853 / 6076846 Time Arrived: 10:00 Project Name: Kolds #11125 - Tukwila, WA Contract Duration: N/A Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 19 Date Reviewed: 3/14/07 Project Location: 17150 South Center Pkwy Mileage: 34 Client : Strata, Inc N07004A Contract Calendar Days Used: N/A Contractor Bayley Contract Calendar Days Remaining: N/A ,. Work 'Conditions Inspection Type (s) / Coverage Temperature 50 F Documents Referenced: Plans and Specs (3/28/06), SBC Weather Cloudy IBC Chapter 17: N/A Site Condition Dry Site Equipment: ( u : Structural Masonry ''.-.:_'!,, ',':-:: , ;,. -" - 0. „'Strtictural Steel/Welding .:1':.,',"::':-: ' ' -,:...1_;-', , ... X -, Foundation/Soils ' ' ;, :',...-:' "'.:/ - '-' •,, - u Light Gauge Framing ,,,-,- -, o ti '. Lateral Wood Framing 'c:,:--':-,--,:; , I' ,,,', ' '' ' ::, u Batch Plant -; u ,Reinforced Concretei=,-.- - Cti.' Shotcrete _ .. . , , „„ ,,•,,,,,-, : ---2. U' '' Post -Tensioned Concrete , . ,la . Fire -Proofing','.';:-: Location and Description of Inspection 10:30 Arrived onsite at the request of Bayley Construction, Inc. to conduct re -inspection and testing of excavation and backfill of Dry Utility line North of the building pad. Backfill previously placed and determined to not meet the required 95% compaction was excavated and recompacted. Seven tests were conducted within the trench as presented in the attached summary table. All testing indicated that backfill met the required 95% compaction, and that work completed today was in general conformance to the Project Plans and Specifications. Items 'requiring Correction None HMA Inspector - Print Name Karlin Nichols HMA Representative Signature Observation Hours , Time Arrived: 10:00 Time Departed: 14:30 Acknowledged 13y Signature Page 1 of 2 Nuclear Densometer (Gauge) Test Results Date of Report: E z z Client Name: Lab Test Method: 17150 Southcenter Pkwy Field Test Method: Material Tested: Kohl's Tuwila Karlin Nichols. Field Technician: io E 03 i/i r,, 0 E 1.I. ! 6 E P. 0 -c, 03 a 0. _1 o Ce .0 5 15 12 15 15 c5)o 15 Ct. 15 03 a. 15 O3 co sz, 0 sz a) 1 g 0 N OD 0 171 a *Li 0 g I 15 2 t. N.1 0 0) 0) co 0 7) CO 06 co 0,11 r Cf) 0 0) " cO N.11 C•I 1— 15 E 1 Adjacent to A line Adjacent to C line Adjacent to E line Adiacent to I line NE comer of trench co 00 0 r c0 0 15 0 1 ta, co r - CO hayre5m,cetroy SPECIAL INSPECTION DAILY REPORT; E Project Information Contract Information Date: 3-8-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: —J. McElroy DFR No: 18 Date Reviewed: 3/14/07 Project Location: 17I50 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor. Bayley Calendar Days Remaining: -- Work Conditions i , inspection Type is)/ Coverage � .- . ���;_ -�� �.� ���--:=�. Temperature 52 deg F Documents Referenced: Approved Plans and Specifications Weather Rain Site Condition Wet Site Equipment: , O. " Structural Mason N ©" Structure( SteellWe#din 9: <: D FoundattonlSoi1 s c•• ;']LI ht Gauge Framing ❑ - Lateral Wood Framing '❑ Batch Plant _Ns Reinforced Concrete Q Shotcrete ; Posf-Tension.ed Concr` e ❑ :Fite-Proofn Location and Description of inspection On site to perform inspection on re -steel and concrete placement for grade beams and column pad footings. All re -steel was in accordance with approved plans. A total of 65 yds of Stoneway mix #448172 was placed via pump and mechanically consolidated. Concrete was tested and two sets of four 6"x12" strength test specimens were cast. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. Items "requiring correction None ' HMA Inspector Prim Naine Sean Flint HMA Representative Signature : Project Hours Start Time: 07:30 AM Finish Time: 3:30 PM Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy e. „-SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 3-6-07 Permit No: D06-388 Acknowledged By Signature Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 17 Date Reviewed: 3/14/07 Project Location: 17150 South Center Parkway Mileage: 68 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor: Bailey Calendar Days Remaining: -- :Work Conditions :- ...: ::. :a; ��' ... .. Inspection Type (S)1 Coverage e Temperature 48 deg F Documents Referenced: Approved Plans and Specifications Weather Overcast Site Condition Dry Site Equipment: r o MasonryStructural CStructuralStee1Yetdlng d, D FoundationlSotls D Light Gauge Framing e Riming , '. � : � :. "� ••: - , �:.. ;. ' � , a Wood Lateral rami o Batch Plant 1'Reinforced Concrete". - o Shotcrete ru" to ..Post-TensionedConcrete 13 ...Fire -Proofing " ' '', ai•F =71 e'i . Location and Description of Inspection " r On site for final re -steel inspection and concrete placement for slab on grade pour 1. All re -steel was in accordance with approved plans. A total of 720 yds3 of Stoneway mix #448172 was placed via pump and consolidated by hydraulic screed. Re -steel was suspended in the mat during placement by the use of sand plate chairs. Concrete was tested and a total of 15 sets of 4°x8° strength test specimens were cast. Location: SOG #1, A -H/5.5-10 To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. ... . items requiring correction None HMA Inspector Print Harm ": Sean Flint/Rory Bosma . HMA Representative Signature Project Hours .'- ; Start Time: 12:15 AM Finish Time: 9:45 AM Acknowledged By Signature Page 1 of 1 F DFR 04101106 revised 10/01/06 hayre m,cEelroy SPECIAL INSPECTION DAILY REPORT Project Information Rory Bosma Contract Information Inspected reinforced concrete grade beamtfooting placement per contractor request as scheduled. 124 yards of Stoneway mix #4481 was placed via pump and consolidated with HF vibration. Reinforcement inspected prior to pour — grids J-6.9, 1-6 and G.9 -E, 1-6. Reinforcement in conformance with approved drawings and vapor barrier in place per plan. Three sets of four 4'x8' samples were taken for compressive strength testing — labeled sets 16, 17, and 18 in relation to this mornings slab pour — separate report, same date. Work and materials in conformance with approved plans. Date: 03/06/2007 Permit No: D06-388 Observation Hours ` Time Arrived: Project Name: Kohl's #11125 -Tukwila 06:30 PM Contract Duration: — Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 17 B Date Reviewed: 3/14/07 Project Location: 17220 South Center Parkway Revised Duration: __ Client : Strata, N07004A Contract Calendar Days Used: -- Contractor: _ Bailey Calendar Days Remaining: -- :Work Conditions .. ; ; : ": �:' Inspection Type (s) 1 Coverage ' .. ;'"` :' Temperature 50 degrees F Documents Referenced: Approved Plans: Weather 1 Clear Site Condition Good Site Equipment: ci " Structural Masonry" y{ Structural SteellVlfetdig" ,11 Foundation/Solis ." �.:,....'.. � :;:- _, Gauge Framing' ..... �.:.. © Lateral Wood Framing, : -,,:. � ". 4" Batch Plant Reinforced Concrete a Shotcrete 7:''''' o"PostT "n tn" e s a ed ConcreteE t] re-Proofin ' ; Location and Description of Inspection Items requiring correction None HMA Inspector Print Naive° `. . Rory Bosma Inspected reinforced concrete grade beamtfooting placement per contractor request as scheduled. 124 yards of Stoneway mix #4481 was placed via pump and consolidated with HF vibration. Reinforcement inspected prior to pour — grids J-6.9, 1-6 and G.9 -E, 1-6. Reinforcement in conformance with approved drawings and vapor barrier in place per plan. Three sets of four 4'x8' samples were taken for compressive strength testing — labeled sets 16, 17, and 18 in relation to this mornings slab pour — separate report, same date. Work and materials in conformance with approved plans. HMA Representative Signature Observation Hours ` Time Arrived: 01:00 PM Time Departed: 06:30 PM Acknowledged By Signature f Items requiring correction None HMA Inspector Print Naive° `. . Rory Bosma HMA Representative Signature Observation Hours ` Time Arrived: 01:00 PM Time Departed: 06:30 PM Acknowledged By Signature Page 1 of 1 F DFR 94/01/06 revised 10!01!06 hayresm{celroy ' SPECIAL INSPECTION DAILY REPORT, :.;,;; `:' ;-;:: ` Project Information Contract Information Date: 3-5-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 16 Date Reviewed: 3/14/07 Project Location: 17150 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: __ Contractor: Bailey Calendar Days Remaining: — Work Conditions ::.::: T.r. :a `:: ` inspection Type (s) 1 Covera Temperature 44 Documents Referenced: Approved Plans and Specifications Weather Cloudy Site Condition Dry Site Equipment: D Structural Mason p-,-, 0 Structural Steel/Welding :.. : ' 9 -.-�-FoundationlSolls ,.. t.,,..-.,., 0 Light Gauge Framing a. Lateral Wood Framing o Batch Plant.:. © Reinforced Con r c ete 0 S otcrete " 0 . Post -Tensioned coConcrete = t1 Fire -Proofing Lbca ion ascription of ,, . t andDInspection Performed soils testing for column pad footings. T -probe testing identified a firm and un -yielding base with probe penetration less than one inch. Location: A to C/1 to 3 Slab on grade pour that was scheduled for 9:00 AM was canceled due to unavailability of concrete. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. n _ Itemsreuiri g correction orrection , None HMA Inspector Print Name Sean Flint HMA Representative Signature - Project Hours Start lime: 6:00 AM Finish Time: 10:30 AM Acknowledged By Signature .; Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy oc SPECIAL INSPECTION DAILY REPORT Project information Contract Information Date: 3-2-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: — Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 15 Date Reviewed: 3/14/07 Project Location: 17150 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor. Bailey Calendar Days Remaining: -- s Work Conditions ' - .. Inspection Type (s) / Coveraje : , ._ . _ . , �.... _ ....... _..n....... , Temperature 45 F Documents Referenced: Approved Plans and Specifications Weather Rain Site Condition Dry Site Equipment: 1;7 Structural Mason ry' o4,' " Structuraleldin Steel/Weld •. � : �,-.:' :..' .:'; = ,_ .. Foundation/Soils r 0 Light Gau a Framing v Lateral Wood Framing 13 Batch Plan o Reinforced Concrete Shatcreo g Post-TensionedConcrrYS` Fl -Proofi n re g n. Location a d Description of"Ins e�ction" Performed soils testing on column pad footings. T probe testing identified a firm and un -yielding base with probe penetration less than one inch. Karlan Nichols was also on site to perform compaction testing for site power trench backfill. Location — C to 1/1 to 3 Slab on grade pour scheduled for 3-3-07 was canceled due to weather, contractor will attempt to place slab on 3-5-07. Delivered soil sample to lab for testing. To the best of my knowledge, work inspected was competed in general conformance with the project plans, specifications, and applicable building codes. 6 Items requiring correction None 'HMA Inspector Print Name' Sean Flint HMA Representative Signature Project Hours "' Start Time: 8:00 AM Finish Time: 4:30 PM ,Acknowledged By Signature Page 1 of 1 F DFR 04/01106 revised 10/01/06 hayremcetroy & absociates, troy 5." - . ,', . : :.'7 'SPECIAL INSPECTION DAILY REPORT ;i',.:—''':-!,=,'::".:.::? Project information Contract Information Date: 3/2/2007 Permit No: 6076853 / 6076846 Project Name: Kohls #11125 — Tukwila, WA Contract Duration: N/A Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 15 B Date Reviewed: 3/8/07 Project Location: 17150 South Center Pkwy Revised Duration: N/A Client : Strata, Inc N07004A Contract Calendar Days Used: N/A Contractor Bayley Contract Calendar Days Remaining: N/A - Work Conditions:; :'.;;:!, . ,..j'"'. '-::. ',-::,;"11.' . ,;.-: ';:' - '.' inspectionType (s) Coverage Temperature 48 F Documents Referenced: Plans and Specs (3/28/06), SBC Weather Rain IBC Chapter 17: N/A Site Condition Dry Site Equipment: • ,,,,„ Cf:' Structural Masonry : '!'.-2. ,=.-, , a ' Structural SteeliWelding':::i , X Foundation/Soils' ';'::,'' c,' - a Light Gauge Framing ::; ',':,'.:.' 0 Lateral Wood Framing i,,.','''',.-,::,, , ' ,' .:' ci Batch Plant '-.•,,,::" , , ' : : a '...Reinforald'006: ; '2.1 Li ,thotcrete , ' . ',t. PoSt-TensioneriCOn4ret „ „ ,.. -.:-Ll'-' Fire-PrOOfing Location and Description of Inspection 10:30 Arrived onsite at the request of Bayley Construction, Inc. to conduct inspection and testing of excavation and backfill of Dry Utility line North of the building pad. The trench appeared to be approximately 2' in depth and was left open to expose trench bottom, a 12* loose lift and the final 12' lift which had been compacted prior to my arrival, I observed the compaction effort of the lower/first lift which appeared adequate for the material type, However high moisture content appeared to restrict compaction, resulting in a yielding condition. -:, H • ' • 'Items:requiring correction None i, NMA Inspector ' • - :Print Name . Karlin Nichols HMA Representative Signature ''. Observation Hours , :' ' Time Arrived: 10:30 Time Departed: 14:30 i.. Acknowledged By , ' ,'• Signature , - Page 1 of 2 hayremcetroy Z 4% asocoales,1(c Nuclear Densometer (Gauge) Test Results Client Name: Strata Project Number 07-056-1 Date of Report 3/2/2007 Address: 17150 South Center Pkwy Laboratory Compaction Characteristics: LabTest Method: ASTM - D 1557 Field Test Method: ASTM .0 2922 Project Name: Kohl's Tukwila Material Tested: Onsite Fill Location: Tukwila, WA Field Technician: Karlin Nichols _ Datum: Project . . Gauge ID: 8306 - Revwd. by: JAM Mode: Direct Wet .,.,-, :::„1:1,v ir '1. Lab Max; ,4; :,: : ;„% :.. ,,,:, Seel:Med..% % Optimum Test Probe Lift or Unit Wt., ,`::• Un Wt Dry Unit Wt., i.:,::•- .:,' ;'Max ''.,=.• :-„:':,,, Max Water Water Matl No. Date Depth Location • Elev. pd'kftd pcf ::'::Dry Unit Wt,.':::: Dry Unit Wt. Content Content , Designation Passtrail Lti, •,-,-,:7:,:,:l 1 3/2/07 12 Utility line 0 130.8 114.0 131.0 87 95 14.6 7Native Fail ._. — _ 2 3/2/07 12 _ Utility line 0 126.1 105.8 131.0 81 95 19.2 7 Native Fail - _ 3 3/2/07 12 Utility line 0 , 134.0 116.2 131.0 89 95 15.3 7 Native Fail 4 3/2/07 12 Utility line -1 122.5 103.0 131.0 79.2 95 18.9 7 Native Fail 1 CO . LL RI U. CO LL . RI LI- L.L. I 11) • > 4 . z II) > 4.: . 0 z I)C . a v.. z D t° z 6) . a To z F.- 1,-• r- r-, r- a— Cei. a— CO 6 N 0 a i In • . - - NC NI tNi N LO 0) LC) 0) LC) 0) 1/1" a) 1.0 a 82.8 N OS.— r- CR � 4 r— r- '— ....- q i 73 , q el; q CI' ; q (...7) 0 It— CO IN: o f's: v"^'� o `L— 8 0 o Cr) 0 , 121.9 0 ei N I— 0 Nt 11.- r- NI 11- (D NI ,- •,- .ir 1 .I 1 iL- 17 al c ..m D a) c — :CZ D a) c — D a) c D a) .c D .- 1,- ..,-• .. c0) r.- 0 C1 Is. a CI, N- 0 Co) r- 0 .... ' Q . VI in (0 r- co 0) hayre�mc`elroy SPECIAL INSPECTION DAILY REPORT Project Information Contract Information Date: 3-1-07 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: -- Project No: 07-056-1 Reviewed by: J. McElroy DER No: 014 Date Reviewed: 3/8/07 Project Location: 17150 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: -- Contractor. Bayley Calendar Days Remaining: — Work Conditions .:'.: _ ;,>° ' Inspection Type (s)! Coverage Temperature 40 deg F Documents Referenced: Approved Plans and Specifications Weather Mostly Cloudy Site Condition Dry Site Equipment: ro StructuralMasonry t © Structural SteellWe din ,m ,, ., ., ,.,.' : � : . i. . .Found _<:. , w • atlon/Soils _ " . ;13 Light Gauge Framing Lateral Wood Framing � ,_ � .' ` . ^ . . - .. �. " `ri Batch Plant 1 Reinforced Concrete ". "Sfiatcrete a Post -Tensioned :Con ce " i3Flee-Proofing 3 .. , Location and Description of Inspection- �- =.tip.:- f ''1/i R fl Inspected installation of 12 #6 grade beam to column pad dowels via the epoxy method. All holes were drilled to 8' minimum depth and cleaned using compressed air and a nylon brush. Epoxy used was Simpson A -T expiration date 10-2007. An adequate amount of epoxy was used to completely encapsulate the bar for its full embedded depth. Locations —4 dowels © D/8 and 8 dowels © D/9 Performed T -probe inspection on column pad footings. Testing identified a firm and unyielding base with probe penetration of less than 1 34'. Locations — D to 1/3 to 5 Attended weekly progress meeting at Bayley job trailer. SOG that was scheduled to be placed on 3-2-07 has been postponed due to weather. Re -steel placement for SOG is nearly complete. Utility trench for site power is ready to be backfilled, Approximately 4' of sand was placed over top of power wires. Obtained sample for proctor determination of native material that will be used for trench backfill. Nuclear densometer gauge testing will be performed during backfilling tomorrow to verify compaction. To the best of my knowledge, work inspected was completed in general conformance with the project plans, specifications, and applicable building codes. :,. ^ Items requiring correction None i HMA Inspector: Print Name . , Sean Flint HMA Representative Signature Project Hours • ' Start Time: 07:30 Finish Time: 17:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01/06 revised 10/01/06 hayremcelroy . SPECIAL INSPECTION DAILY REPORT,— `° °.'' ' ' : :_: ":. e , e ,; , x..:r;: .. Project Information Contract Information Date: February 28, 2007 Permit No: D06-388 Project Name: Kohl's #11125 -Tukwila Contract Duration: '. Project Hours .. Project No: 07-056-1 Reviewed by: J. McElroy DFR No: 13 Date Reviewed: 3/1/07 Project Location: 17220 South Center Parkway Mileage: 34 Client : Strata, N07004A Contract Calendar Days Used: _- Contractor: Bailey Calendar Days Remaining: � Work Conditions In i ;F �'' :=�.: ., sped on Type (s)" 11rorerage` ... =r'� � ,.... ,.. {.;,, Temperature 44 degrees F Documents Referenced: Approved Plans and Specs Weather Cloudy Site Condition Dry Site Equipment: t ❑ Structural Mason :.! © Structural Steel/WeldingR Foundatio o nfSoils '70 '. Light Gauge a Framin :-: ' " ❑ Lateral Wood Framing,. ,.: -, " - Batch Plant inf orced Caecrete' "e Sh "., otcrete' ' ei PostTensioned Coricr o " Fire-Proofin> ', Location and Description of Inspection,. Onsite at the request of Kohl's to perform special inspection and testing of structural concrete. Inspected re -steel and concrete placement for grade beams. All re -steel was in accordance with approved plans. A total of 85 yds' Of mix #448172 was placed via pump and mechanically consolidated. Cast three sets of four 6"x12" compressive strength specimens. Location: Grade Beams All grade beams A -H/5.5 to10 except those placed on 02/23/07 At this time, the 10 mil vapor barrier is complete for slab pour and re -steel installation is now underway. To the best of my knowledge, work completed today was in general conformance to the project plans, specifications and local building codes. "Items requiring correction None s; HMA ihstiector Print Name Sean Flint HMA Representative Signature '. Project Hours .. Start Time: 07:00 Finish Time: 18:30 Acknowledged By Signature Page 1 of 1 F DFR 04/01106 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: Sampled At. (yd3): Time Batched: Time Sampled R Bosma 190.00 of 616 2:12 3:00 hayae.7ce1 ay -•- HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Concrete: 9 Grout: CTiENDR,1 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 70 deg. F 4.8 sacks 3/4 Inch 777239 436 Ibs/ft3 Water Added On Site: OTHER: 0g/y3 Masonry: Other. Cement Fine Aggregate Coarse Aggregate Slag Water ix 1 rmx2 Admix 3 Other 454 1429 1943 80 216 lbs. Ibs, lbs. lbs. lbs. ozi oz.f oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAS No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (lnch ) l COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE m, A 6241 7 3/20/07 4.00 52160 12.56 4150 2 8 6241 28 4/10/07 C 6241 28 4/10/07 D 6241 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: Compressive Strength 04/01/06 revised 10/01)06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 tx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 90.00 of 616 Time Batched: Time Sampled 1:16 1:00 Y$ as i`66. hayremc,4e4lrolity � CI4 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.51J11-55.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 >u 2:4, LIES. Concrete: 0 Grout: ❑ " '17`` COI+ttE3 INFOR1V[ TAT Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 70 deg. F 4.8 sacks 3/4 Inch 777229 467 Ibslft3 Water Added On Site: OTHER: 0g/y3 Masonry: 0 Other 0 Cement 453 Ibs. Fine Aggregate 1421 lbs. Coarse Aggregate 1943 lbs. Slag 80 lbs. Water 216 Ibs. Admix 1 oz. Admix 2 oz. Admb: 3 ozJ Other „ q,7,' Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE SECTION SECTION AREA (Inch2) COMPRESSIVE STRENGTH (Psi) TWE OF FRACTURE �„no), frpcoed if:keno). W""° A 6239 7 3/20/07 4.00 46870 12.56 3730 2 B 6239 28 4/10/07 C 6239 28 4/10/07 D 6239 H Hold Average PSI at 28 days , Remarks: Date Received In Lab: 3114107 Compressive Strength 04/01/06 revised 70101/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay�re'mceLroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: February 23, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 3000 psi at 28 days SUPPLIER: Stoneway Pour Location: footings Cast By: Sampled At. (yd3): Time Batched: Time Sampled S Flint 44.00 of 52 15:20 16:45 GRID/ELEV: J -H / 2-7.5 Mix No: Load Size: Samples. Cast 5000 11.00 4 6x12 cylinders yd3 Concrete: D Grout: Y . M CONCRETE1NFO 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket Na. Truck No. Other 4 1/2 inches 61 deg. F 5 sacks 3/4 inch N/A % N/A Ibs/ft3 770503 457 Water Added On Site: OTHER: 0 gly3 Masonry: 0 Other. 0 A F: $€'WEA4:TS: Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 468 lbs. 1425 lbs. 1968 lbs. lbs. 230 lbs. oz./ oz. oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231. C780. C1019 SAMPLE LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE SECTTOH SECTION AREA (Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURENo. t,�;�s, below speo Sabal A 6179 7 3/2107 6.00 119610 28.26 4230 2 B 6179 28 3/23/07 6.00 157180 28.26 5560 2 C 6179 28 3/23/07 6.00 133970 28.26 4740 2 D 6179 H Hold Average PSI at 28 days 5150 Remarks: Date Received In Lab: 2/26/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: .°21-1 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila February 23, 2007 Strata, Inc N07004A 4000 psi at 28 days column pads/grade beams S Flint 33.00 of 40 16:44 18:00 haymRm,celroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway column pads A -F16.7-9 grade beams A -C-6.7-9 448172 10.00 4 6x12 cylinders yd3 MAL, Concrete: O Grout: 0 CONCRETEINEORNIAT€4 41/2 inches 60 deg. F 4.8 sacks 3/4 inch N/A % N/A Ibs/ft3 770586 457 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. ATCH GIH `t ; 2 .< Cement Fine Aggregate Coarse Aggregate Slag Water Admbc 1 Admix 2 Admix 3 Other 447 1431 1946 84 210 Ibs. Ibs. lbs. lbs. Ibs. ozJ oz./ ozi ✓o-.1; Authorized By: COMPRESSIVE STRENGTH TEST DATASTM C39, C1231, C780, C4019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION 2 AREA (inch2) COMPRESSIVE STRENGTH (PObebwspeaMica6or) TYPE OF FRACTURE (emceed �s�„qb, A 6181 7 3/2/07 6.00 139780 28.26 4950 2 B 6181 28 3/23/07 6.00 179820 28.26 6360 3 C 6181 28 3/23/07 6.00 177640 28.26 6290 2 D 6181 H Hold Average PSI at 28 days 6325 Remarks: Date Received In Lab: 2/26/07 Compressive Strength 04!01106 revised 10/01/06 Tested By: MHH Reviewed By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayae:mctelroy 07-056-1 D06-388 Bayley Stoneway column pads A -F16.7-9 grade beams A -C-6.7-9 448172 10.00 4 6x12 cylinders yd3 Grout: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: Pour Location: Cast By: Sampled At. (yd3): Time Batched: Time Sampled COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila February 23, 2007 Strata, Inc N07004A 4000 psi at 28 days column pads/grade beams S Flint 10.00 of 40 16:12 17:00 tt�i=c^Ytikaw Concrete: EJ MALT .:=S1 ,.:._% ,.7:=. NCRETE 1*NEORMA' ON .> Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 2 inches 60 deg. F 4.8 sacks 3/4 inch N/A % N/A !ben 770579 407 Masonry: Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other Vrit. TV: 449 Ibs. 1446 lbs. 1928 lbs. 81 Ibs. 209 Ibs. oz./ oz. oz. Water Added On Site: 0 gly3 Authorized By: Stoneway mixer driver added water to Toad with no direction from contractor or inspector. Ticket showed 25 gallons OTHER: allowable on site. COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE �rernredr�,q�m bebwapecific:Om, A 6180 7 3/2/07 6.00 97280 2826 3440 2 B 6180 28 3/23/07 6.00 140800 2826 4980 2 C 6180 28 3/23/07 6.00 156220 28.26 5530 2 D 6180 H Hold Average PSI at 28 days 5255 Remarks: Date Received In Lab: 2/26/07 Compressive Strength 04/01106 revised 10/01/06 Tested By: MHH Reviewed By: er3il 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIEIIT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila February 23, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: footings Cast By: S Flint Sampled At. (yd3): 3.00 of Time Batched: Time Sampled 13:33 14:15 Concrete: Grout: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast haymmcelroy 07-056-1 D06-388 Bayley Stoneway J -H / 2-7.5 5500 11.00 4 6x12 cylinders yd3 -a a i 1 WTEt AL TES 0 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 'METE:OW:ORM:VI 3 inches 65 deg. F 5 sacks 3/4 inch N/A % N/A Ibs/ft3 770480 446 Water Added On Site: OTHER: 0 gh3 Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 470 1470 1907 Ibs. lbs. lbs. Ibs. 241 lbs. ozJ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, 0780, C1019 SAMPLE No. I� No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE SECTfONs AREA (inch ) COMPRESSIVE STRENGTH STRENGTH (Psi) TYPE OF FRACTURE (feguked If strength below apeclficaboo) A 6178 7 3/2/07 6.00 86130 28.26 3050 2 B 6178 28 3/23/07 6.00 137480 2826 ,_ 4860 2 C 6178 28 _ 3/23/07 6.00 140460 28.26 4970 2 D 6178 H Hold Average PSI at 28 days , 4915 Remarks: Date Received In Lab: 2/26/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayMFDceloy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: February 27, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 3000 psi at 28 days SUPPLIER: Stoneway Pour Location: footings GRID/ELEV: B/5.5, C16, D/6, EJ5, E/6, F/6 & G/6 5500 Cast By: S Flint Mix No: Sampled At. (yd3): 4.00 of 21 Load Size: Time Batched: Time Sampled 8:53 10:15 Samples_ Cast 11.00 4 6x12 cylinders yd3 RIAL-T . 1 Concrete: 0 Grout .3: `: CoNCRETEINEORMM T Slump 3 3/4 inches Concrete Temp 60 deg. F Cement Content 5 sacks Max. Aggregate 3/4 inch Air Content N/A % Unit Weight N/A ibs/1t3 Ticket No. Truck No. Other 771452 455 Water Added On Site: OTHER: Og/y3 Masonry: 0 Other. 0 Cement 472 lbs. Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 1426 lbs. 1968 Ibs. Ibs. 235 Ibs. oz./ ozJ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inchz) COMPRESSIVE STRENGTH (psl) TYPE OF FRACTURE 1„a„W,� �,�„�„ baby, speciticabore A 6184 7 3/6/07 6.00 96560 28.26 3420 2 B 6184 28 3/27/07 6.00 142960 28.26 5060 2 C 6184 28 3/27/07 6.00 141510 28.26 5010 2 D 6184 H Hold Average PSI at 28 days ` 5035 Remarks: Date Received In Lab: 2/28/07 Compressive strength 04111!06 revised 10101116 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March -15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 217.00 of 400 Time Batched: Time Sampled 3:05 3:45 hay6eAm;eelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 TES; Concrete: a Grout ; N,CRETE.1NFORMA` Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4.75 65 4.78 3/4 N/A NIA 737 463 35 Inches deg. F sacks inch Bio Ibs/it3 Water Added On Site: OTHER: Masonry: 0 r :¢. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other Other: 450 lbs. 1445 Ibs. 1929 Ibs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz/ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs} AVERAGE CROSS SECTION AREA (Inch} COMPRESSIVE STRENGTH (Psi} TYPE OF FRACTURE (, �,,,�¢ ,�, bwowspedtfca8on) A 6272 7 3/22/07 4.00 57120 12.56 4550 2 B 6272 28 4/12/07 C 6272 28 4112/07 D 6272 H Hold Average PSl at 28 days Remarks: SET 5 Date Received in Lab: 3/16/07 Tested By: MHH Reviewed By: 11/ Compressive Strength 04/01/06 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH h a re m5&9 DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 250.00 of 400 Time Batched: Time Sampled 3:26 4:12 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast 07-056-1 D06-388 Bayley Stoneway 448172 10.00 yd3 4 4x8's }r` TERLA#. `TES Concrete: El Grout: CoNcRETEIN oRMA_T1 4.5 inches 0 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 66 deg. F 4.78 sacks 3/4 inch N/A % N/A tbs/ft3 778740 460 35 Water Added On Site: OTHER: g/? Masonry: Other. 0 tGVAtgfGV.CRVIrv" Cement 450 Ibs. Fine Aggregate 1445 Ibs. Coarse Aggregate 1929 lbs. Ftyash 80 Ibs. Water 93.8 Ibs. Admix 1 WRDA-64 21.2 ozJ Admix 2 DARASET 68.9 oz./ Admix 3 oz./ Other .se"'"M aY.s'a.a:.:e�::c..w �;:`�.9F alb;. .::r:As'.;�' ✓ice -"' Authorized By: COMPRESSIVE STRENGTH TEST DAT ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF OF AVERAGE DIAMETER MAXIMUM LO (Ibs) AVERAGE CROSS SECTIONZ AREA (Inch) COMPRESSIVE STRENGTH (psi) 'TYPE OF FRACTURE be1'°4`, if drvngin A 6273 7 3122107 4.00 51180 12.56 4070 2 B 6273 28 4/12/07 C 6273 28 4/12/07 D 6273 H Hold Average PSI at 28 days Remarks: SET 6 Date Received In Lab: 3/16/07 Compressive Strength 04/0106 revised 10!01/06 Tested By: MHN Reviewed By: C L 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayrem,cet oy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 15, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 347.00 of 400 Time Batched: Time Sampled 4:11 4:58 GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 ES' Concrete: �] Grout: ,`,:,CONPRETEANFORMA110 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4 62 4.78 3/4 N/A N/A 753 468 35 inches deg. F sacks inch Ibsfft3 Water Added On Site: OTHER: Masonry: ❑ Other. 0 Cement 450 lbs. Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 1445 lbs. 1929 lbs. 80 lbs. 93.8 lbs. WRDA-64 21.2 oz. DARASET 68.9 oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA {ASTM C39. C1231. C780. C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (itrs)ngth AVERAGE CROSS SECTION AREA (Inch2) r COMPRESSIVE STRENGTH (Psi)bob. 1 TYPE OF FRACTURE t A 6275 7 3/22/07 4.00 56260 12.56 4480 2 B 6275 28 4/12/07 C 6275 28 4/12/07 D 6275 H Hold ti Average PSI at 28 days Remarks: SET 8 Date Received In Lab: 3/16/07 Compressive Strength 04/01/06 revised t0/111/06 Tested By: MHH Reviewed By: HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hay6emlcetroy 07-056-1 D06-388 Bayley Stoneway 448172 10.00 4 4x8's yd3 e. �VIATERLA 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 15, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At (yd3): 401.00 of 410 Time Batched: Time Sampled 4:25 Concrete: Grout 0 CONCRETE 1NIFORMAT ;, _ i. o, 4 • inches 64 deg. F Content 4.78 sacks 3/4 inch N/A % WA Ibs/ft3 760 466 Temp Slump Concrete Temp Cement Con Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Te p Water Added On Site: OTHER: g /y3 Masonry: ❑ Other. T G Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 Ibs. 80 Ibs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 oz.I oz. Authorized By: COMPRESSIVE STRENGTH TEST DATASTIR C39, C1231, C780, C1019 SAMPLE No. LAS No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD ' (Ibs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE eed "strength r A 6276 7 3/22107 4.00 47830 12.56 3810 2 B 6278 28 4/12107 C 6276 28 4/12/07 D 6276 H Hold Average P 1 at 28 days Remarks: SET 9 Date Received In Lab: 3/16/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHN Reviewed By: N CRETEN I3 RtiIIAT(Oi Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6781 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: Cast By: Sampled At (yd3): Time Batched: Time Sampled SOG Rory B. 304.00 of 400 3:46 4:44 Concrete: 2 Grout: hay�em,ctelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID!ELEV: Mix No: Load Size: Samples. Cast Stoneway 448172 10.00 4 4x8`s yd3 RAL.;TESTEL;; °'=. 4 62 4.78 3/4 NIA N/A 747 418 35 inches deg. F sacks inch Ibsfft3 Water Added On Site: OTHER: gi? Masonry: 0 Other: Ti Itv..EIGH r Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 Ibs. 1929 lbs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 ozJ DARASET 68.9 oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA ASTM C39, C1231, C780, C1019 SAMPLE Na. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch) COMPRESSIVE STRENGTH (Psi) , TYPE OF FRACTURE ebOared if simiWth A 6274 7 3/22/07 4.00 50300 _ 12.56 4000 2 B 6274 28 4/12/07 C 6274 28 4/12/07 D 6274 H Hold Average PSI at 28 days Remarks: SET 7 Date Received in Lab: 3/16/07 Compressive Strength 04101/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 54.00 of 400 Time Batched: Time Sampled 1:40 2:30 hay[esm,ceLl oy - - • HMA PROJECT No.: 07-056x1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 :MATERIAL TESTEDD' Concrete: El Grout 0 ON.pRgTEINFORMAl Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 11.. 4 65 4.78 3/4 N/A N/A 719 468 35 inches deg. F sacks inch ibs/ft3 Water Added On Site: OTHER: gh3 Masonry: ❑ Other: IGS Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 lbs. 1445 lbs. 1929 lbs. 80 Ibs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 oz./ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C7S0, C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE. CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE 8vitt A 6269 7 3/22/07 4.00 51390 12.56 4090 2 ti B 6269 28 4/12/07 C 6269 28 4/12/07 D 6269 H Hold 1 R r W Average PSI at 28 days Remarks: SEI` 2 Date Received in Lab: 3/16/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: March 15, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 109.00 of 400 Time Batched: Time Sampled 2:02 :55 hay�emcelroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: 0 Grout: ❑ Masonry: ❑ +'9zi•a:4mk: NCRETEINFCRMA: Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4.5 inches 62 deg. F 4.78 sacks 3/4 inch N/A % N/A Ibs/ft3 724 466 35 •.mem - _«, _..�, .-. '��' s"4i .w;' zy. Water Added On Site: OTHER: Other. Cement Ane Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 Ibs. 1929 lbs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 oz./ DARASET 68.9 ozJ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUMMUM LOAD (lbs)AREA AVERAGE CROSS SECTION (Inch) COMPRESSIVE STRENGTH (Psi)wth TYPE OF FRACTURE a A 6270 7 3/22/07 4.00 57150 12.56 4550 2 B 6270 2B 4/12/07 C 6270 28 4/12107 0 6270 H Hold Average PSI at 28 days Remarks: SET 3 Date Received In Lab: 3/16/07 Compressive Strength 04/01/D6 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: SPECIFIED STRENGTH: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A 4000 psi at 28 days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 152.00 of 400 Time Batched: Time Sampled 2:43 x:20 hay6emceLroy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: 006-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 TEISTEI77; Concrete: p Grout 0 '1 CRETE INFQRNIATI Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Ambient Temp 4.5 inches 64 deg. F 4.78 3/4 N/A NIA 730 418 35 sacks inch Ibs/ft3 �r .«b.ae_�_a Water Added On Site: OTHER: 5gh' Masonry: ❑ Other. 0 Cement Fine Aggregate 1445 lbs. Coarse Aggregate 1929 lbs, Flyash 80 tbs. Water 93.8 lbs. Admix 1 WRDA-64 21.2 ozJ Admix 2 DARASET 68.9 ozJ Admix 3 ozJ Other 450 lbs. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLELAB Na. No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs)2 AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ngth asp If A 6271 7 3/22/07 4.00 51660 12.56 4110 2 B 6271 28 4/12/07 C 6271 28 4/12/07 0 6271 H Hold Average PSI at 28 days Remarks: SET 4 Date Received In Lab: Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: ot TERi ALTESI ' x., 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 15, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at2B days Pour Location: SOG Cast By: Rory B. Sampled At. (yd3): 11.00 of 400 Time Batched: Time Sampled 1:23 2:10 heyaemjceli,oy HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: Mix No: Load Size: Samples. Cast 448172 10.00 4 4x8's yd3 Concrete: Q Grout Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. 4 inches 65 . deg. F 4.78 sacks 3/4 inch N/A % N/A Ibs/f33 778715 440 Ambient Tem 35 Water Added On Site: 5 g OTHER: Masonry: 0 Other lJ�t Cement Fine Aggregate Coarse Aggregate Fiyash Water Admix 1 Admix 2 Admix 3 Other 450 Ibs. 1445 lbs. 1929 lbs. 80 lbs. 93.8 Ibs. WRDA-64 21.2 oz. DARASET 68.9 oz. oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch)( COMPRESSIVE STRENGTH tom i) TYPE OF FRACTURE r,� reess,�om beowspeak:agog A 6268 7 3/22/07 4.00 53870 12.56 4290 2 B 6268 28 4/12/07 c 6268 28 4/12/07 D 6268 H Hold - r Average PSI at 28 days Remarks: SET 1 Date Received In Lab: 3/16/07 Tested By: MI -IH Reviewed By: _ Compressive strength 04/01/76 revised 10/01/06 2757 152nd Avenue NE Redmond, WA 98052 ph:426.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcelroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: Februarys 21, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayle1 SPECIFIED STRENGTH: 3000 psi at 28 days SUPPLIER: Stoneway Pour Location: Footings GRID/ELEV: A -J/1 & J/1-2 Cast By: S Flint Mix No: Sampled At. (yd3): 15.00 of 53 Load Size: Time Batched: Time Sampled 13:06 13:45 Samples. Cast 5000-a 9.00 4 6x12 cylinders yd3 Concrete: Q Grout 0 NcRETE.1NFORM Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 6 inches 62 deg. F 5 sacks 3/4 inch N/A % N/A tbs/it3 769218 410 Water Added On Site: OTHER: 0g Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 ADVA Admix 2 Admix 3 Other Authorized By: 471 Ibs. 1424 lbs. 1965 lbs. Ibs. 229 Ibs. 9.33 ozJ oz. oz. COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch)) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE (required = A 6161C 7 2128/07 6.00 106350 28.26 3760 2 B 6161C 28 3/21/07 6.00 138130 28.26 4890 2 C 6161C 28 3121/07 6.00 146330 28.26 5180 2 D 6161C H Hold Average PSI at 28 days 5035 Remarks: Date Received In Lab: 2/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: qv! 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 ix: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: February 21, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: Footings Cast By: S Flint Sampled At. (yd3): 33.00 of 53 Time Batched: Time Sampled 14:03 14:45 MA Concrete: 0 Grout: O ONCRETE INFO Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 3114 inches 60 deg. F 5 sacks 3/4 inch N/A % N/A IbsIft3 769296 448 Water Added On Site: OTHER: 0g& hayemcelray HMA PROJECT No.: 07-0564 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: A- J/1 & J/1-2 Mix No: Load Size: Samples. Cast 5000 11.00 4 6x12 cylinders yd3 Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Fiyash Water Admix 1 Admix 2 Admix 3 Other 470 lbs. 1424 lbs. 1968 lbs. lbs. 225 lbs. oz./ oz./ ozJ snF Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE Na. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD LOAD AVERAGE CROSS SECTION AREA {Inch) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE sww a�� A 6162 7 2/28/07 6.00 81450 28.26 2880 2 B 6162 28 3/21/07 6.00 122230 28.26 4330 2 C 6162 28 3/21107 6.00 125690 28.26 • 4450 2 0 6162 H Hold Average PSI at 28 days 4390 - Remarks: Date Received In Lab: 2/22/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 Ix: 425.869-6781 COMPRESSIVE STRENGTH DATA REPORT PROJECT: Kohl's #11125 Tukwila DATE: February 20, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 3000 psi at 28 days Pour Location: perimeter footings Cast By: S Flint Sampled At (yd3): 5.00 of Time Batched: Time Sampled 10:58 11:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GR1D/ELEV: Mix No: Load Size: Samples. Cast hay„m5te1roy 07-056-1 006-388 Bayley Stoneway A -B.3/1-10, A -G.5/10 5000 11.00 4 6x12 cylinders yd3 Concrete: [J Grout: ,ti rCONC 3NFORMA?1cm,3V:. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 2 1/2 61 5 3/4 768448 430 Inches deg. F sacks inch Ibs/ft3 =„S Water Added On Site: OTHER: 0 g/ys Masonry: ❑ Other. 0 Milk/00V_ $:s Cement Fine Aggregate Coarse Aggregate Flyash Water Admix 1 Admix 2 Admix 3 Other 468 1424 1966 235 Ibs. Ibs. lbs. Ibs. Ibs. oz./ ozJ oz. Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, 01231, C7S0, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER i MAXIMUM LOAD (lbs)AREA AVERAGE CROSS SECTION (Inch=} COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE frrieprod If strengthbelow spodfication) A 6167 7 2/27/07 6.00 91510 28.26 3240 2 B 6167 28 3120/07 6.00 139160 , 2826 4920 2 C 6167 28 3/20/07 6.00 135970 28.26 4810 2 D 6167 H Hold , Average PSI at 28 days 4865 Remarks: Date Received In Lab: 2121/07 Compressive &length 0001106 revised 10101106 Tested By: MHH Reviewed By: 4tei 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay[em,celroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRIDIELEV: D.5/J/1-5.5 Cast By: S Flint Mix No: Sampled At. (yd3): 576.00 of 616 Load Size: Time Batched: Time Sampled 4:37 6:00 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 TERI L- S • Concrete: ID Grout: "CCiiNCIRETEINFUi211 A Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 41/2 inches 70 deg. F 4.8 sacks 3/4 inch 777276 455 Ibs/ft3 ,;,.."4„, =-..1 Water Added On Site: OTHER: 0 g/y3 Masonry: Other. 0 • T G1t ql nR Wiz,. .e:?:.,R::�ti»�K�� Cement 455 lbs. Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 1425 lbs. 1943. Ibs. 83 Ibs. 216 Ibs. oz./ oz./ oz./ iPrar -% Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF OF AVERAGE DIAMETER MAXIMUM LOAD (lin) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE e A 6249 7 3/20/07 4.00 46930 12.56 3740 2 B 6249 L 28 4/10/07 C 6249 28 4/10/07 D 6249 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 5�1 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: R Bosma Sampled At. (yd3): 300.00 of 616 Time Batched: Time Sampled 2:57 3:30 HMA PROJECT No.: BLDG PERMIT No.: CONTRACTOR: SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast hayaeincet oy 07-056-1 D06-388 Bayley Stoneway D.51J11-5.5 448172 11.00 4 4x8 cylinders yd3 foiATERIAL,TES' .fs ...v:i Concrete: 0 Grout 0 Slump "CONCRETE.iINi0RMATIf3Nw:: 4112 inches Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 73 deg.F 4.8 sacks 3/4 inch 777249 468 Ibs/ft3 Water Added On Site: OTHER: 0 g/ Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 448 1427 1943 79 216 Ibs. Ibs. Ibs. lbs. lbs. ozI oz.! ozI Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, 01231, C780, C1019 SAMPLE LAB No. TEST AGE r DATE OF 'LEST AVERAGE DIAMETER MAXIMUM LOAD {Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURENo. 1, ed y,y,ength t.w A 6243 7 3/20/07 4.00 51290 12.56 4080 2 B 6243 28 4/10/07 C 6243 28 4110107 r D 6243 H Hold Average PI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10/01/66 Tested By: MHH Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 ph:425,869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayremcelr-.9Y PROJECT: Kohl's #11125 Tukwila MA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388. CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.5/J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 390.00 of 616 Load Size: Time Batched: Time Sampled 3:26 4:00 Samples. Cast 448172 11.00 4 4x8 cilinders yd3 Concrete: Q Grout NCRET :INFORMATION. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 314 inches 71 deg. F 4.8 sacks 3/4 inch 777257 464 Ibs/ft3 f sF me} it Water Added On Site: OTHER: 091' Masonry: 0 Other: 0 WEIGI Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3. Other 448 1435 1943 lbs. lbs. lbs. 80 Ibs. 216 Ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA [ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATEMAXIMUM OF TEST AVERAGE DIAMETER LOAD (lbs) AVERAGE CROSS SECTiON AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE bebw 1 A 6244 7 3120/07 4.00 51100 12.56 4070 2 6 6244 28 4/10/07 C 6244 28 4/10/07 D 6244 H Hold i Average P I at 28 days i Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04!01/06 revised 10/01/06 Tested By: MHH Reviewed By: 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayd e Rm ce troy Redmond, WA 98052 DATA REPORT ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila DATE: March 13, 2007 CLIENT: Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At. (yd3): 5.00 of 616 Time Batched: Time Sampled 12:46 1:15 HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: GRID/ELEV: Mix No: Load Size: Samples. Cast Stoneway D.5/J/1-5.5 448172 11.00 4 4x8 cylinders yd3 hATERiAL:TESiTU r_. Concrete: Grout 0 CUTE ,1INFORMATAOt uz Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 1/2 68 4.8 3/4 777221 464 or .'h inches deg. F sacks inch Ibs/ft3 Water Added On Site: OTHER: 1 gM Masonry: Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 457 1421 1943 78 215 lbs. Ibs. lbs. Ibs. Ibs. oz./ oz./ oz. Authorized By: Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C39, Ci231, C780, C1019 SAMPLE No. LAB No. TEST AGE•LEST DATE OFAVERAGE DIAMETER MAXIMUM LOAD (I) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH {Psi) TYPE OF FRACTURE p�,,b�„am `er" bon) A 6237 7 ` 3/20/07 4.00 48090 12.56 3830 2 B 6237 28 4/10/07 C 6237 28 4/10/07 D 6237 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04101106 revised 10101!06 Tested By: MHH Reviewed By: 114 ttNGRETE"'1NFORMA 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayr'emceiroy a.s�o��a�a6 ��� PROJECT: Kohrs #11125 Tukwila HMA PROJECT No.: 07-056-1 DAT: March 13, 2007 BLDG PERMIT No.: 006-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.5/J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 433.00 of 616 Load Size: Time Batched: Time Sampled 3:42 4:15 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 MATERIAL TESTED,W Concrete: 9 Grout ❑ Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 4 3/4 72 4.8 3/4 777261 455 inches deg. F sacks inch Ibs/ft3 27L Water Added On Site: OTHER: 0 gfy3 Masonry: ❑ Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 450 1428 1943 80 216 lbs. lbs. Ibs. Ibs. lbs. ozf oz./ oz. ap Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER -1- MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE A A 6245 7 3/20/07 4.00 52230 12.56 4160 2 B 6245 28 4/10/07 C 6245 28 4110/07 D 6245 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14)07 Tested By: Mini Compressive Strength 44!01146 revised 14(41106 Reviewed By: 2757 152nd Avenue NE Redmond, WA 98052 0:425.8869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay semfceU oy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.5/J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 478.00 of 616 Load Size: Time Batched: Time Sampled 3:58 4:30 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 i'�',k'rls 5*Ste =7 ERIAL;igs.Tgo.x, Concrete: ID Grout: ❑ . ",s`-CONCRE INPORMA Slump 41/2 inches Concrete Temp 82 deg. F Cement Content 4.8 sacks Max. Aggregate 3/4 inch Ibs/ft3 Air Content Unit Weight Ticket No. Truck No. Other 777265 465 Water Added On Site: OTHER: 0 gty3 Masonry: Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other ..q� RAt 't• 451 lbs. 1429 Ibs. 80 Ibs. 216 Ibs. ibs. oz./ oz./ oz./ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAS No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOADSTRENGTH (Ibs) AVERAGE CROSS SECTION AREA (Inch2) COMPRESSIVE (Psi) TYPE OF FRACTURE d,q,r c v�,,gn, °ob"`specification) A 6246 7 3/20/07 4.00 46750 12.56 3720 2 8 6246 28 4/10/07 C 6246 28 4/10/07 0 6246 H Hold L J Average PS1 at 28 days Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: ' f4 Compressive Strength 04/01/06 revised 10/01106 2757152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hay[ fa „gY9y PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: O.5/J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 531.00 of 616 Load Size: Time Batched: Time Sampled 4:21 5:00 Concrete: 0 Grout: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Ta31404-7E 0 CONCRETE I,N -DRMA Slump Concrete Temp Cement Content Max. Aggregate AIr Content Unit Weight Ticket No. Truck No. Other 5 inches 71 deg. F 4.8 sacks 3/4 inch 777270 464 Ibs/ft3 �.d Water Added On Site: OTHER: 0g/y3 Masonry: 0 Other. 0 Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other g_;4s'+.a 451 Ibs. 1429 Ibs. 1943 Ibs. 83 lbs. 216 lbs. ozJ ozJ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, 01019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)AREA AVERAGECROSS SECTION (Inch) COMPRESSIVE STRENGTH (POb°`°' TYPE OF FRACTURE A 6247 7 3/20/07 4.00 46830 12.56 3730 2 B 6247 28 4/10/07 C 6247 28 4/10/07 D 6247 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10.101106 Tested By: MI -114 Reviewed By: n 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx: 425.869-6761 COMPRESSIVE STRENGTH DATA REPORT hayMm,celroy PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc N07004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour#2 GRIDIELEV: D.5/J/1-5.5 Cast By: S Flint Mix No: Sampled At. (yd3): 570.00 of 616 Load Size: Time Batched: Time Sampled 4:34 5:15 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 e7 Concrete: 2 Grout PNCRETEIN ORlAATIdN 7 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. , Other 5 inches 72 deg. F 4.8 sacks 3/4 Inch 777725 455 xti.-arm-•M.• Water Added On Site: OTHER: 0 g/y3 Masonry: 0 Other. Cement Fine Aggregate Coarse Aggregate Slag Water Admoc 1 Admix 2 Admix 3 Other 448 1451 1943 80 216 Ibs. lbs. Ibs. Ibs. Ibs. oz./ oz/ oz./ 44 Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39. C1231, C780, C1019 SAMPLE No. LAB Na. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE c,�„i�if „�„ bebw specificate4 A 6248 7 3/20/07 4.00 44890 12.56 3570 2 B 6248 28 4/10/07 C 6248 28 4110/07 D 6248 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Canpressire Strength 04/01/06 revised 10/01/06 Tested By: MHH Reviewed By: 5 U 2757 152nd Avenue NE Redmond, WA 98052 ph:425.869-6750 fx 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT Kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At (yd3): 257.00 of 616 Time Batched: Time Sampled 2:36 3:00 hayaemcetroy HNA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.51J11 -5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 ETERIAL-E$ Concrete: 2 Grout: ENFCIRtUlC3tint Slump 41/2 inches Concrete Temp 73 deg. F Cement Content 4.8 sacks Max. Aggregate 314 inch Air Content °lo Unit Weight Ibsift3 Ticket No. Truck No. Other 777245 464 Water Added On Site: OTHER: 0 gh3 Masonry: ❑ Cement Fine Aggregate Coarse Aggregate Slag Water Admx 1 Admix 2 Admix 3 Other Other. STSAWAP 459 Ibs. 1431 Ibs. 1943 lbs. 83 lbs. 216 lbs. oz./ oz. oz. • Authorized By: COMPRESSIVE STRENGTH TEST DATASTM C39,C123i, C780, C1019 SAMPLE No. LAB No. TEST AGE DAA OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs)s AVERAGE CROSS SECTION AREA (Inch) COMPRESSIVE STRENGTH (Pali TYPE OF FRACTURE (retitled if strength aeapeameac A 6242 7 3120/07 4.00 53530 12.56 4260 2 B 6242 28 4/10107 C 6242 28 4/10/07 D 6242 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Tested By: MHH Reviewed By: 14 Compressive Strenge 04/01106 revised 10/01/06 2757 152nd Avenue NE COMPRESSIVE STRENGTH h ayre mce Lr Redmond, WA 98052 DATA REPORT ° '"°" ` `o y ph:425.869-6750 fx: 425.869-6761 PROJECT: Kohl's #11125 Tukwila HMA PROJECT No.: 07-056-1 DATE: March 13, 2007 BLDG PERMIT No.: D06-388 CLIENT: Strata, Inc NO7004A CONTRACTOR: Bayley SPECIFIED STRENGTH: 4000 psi at 28 days SUPPLIER: Stoneway Pour Location: SOG pour #2 GRID/ELEV: D.5/J/1-5.5 Cast By: R Bosma Mix No: Sampled At. (yd3): 157.00 of 616 Load Size: Time Batched: Time Sampled 2:01 2:30 Samples. Cast 448172 11.00 4 4x8 cylinders yd3 MATERIAL TE TED Concrete: 0 Grout aNcRETEANfORMIA. Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 inches 70 deg. F 4.8 sacks 3/4 inch 777236 455 Ibs/it3 Water Added On Site: OTHER: 0 g/y3 Masonry: ❑ Other. T WEIGH S "vaw Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 455 1429 1943 81 217 lbs. Ibs. lbs. Ibs. lbs. oz./ oz./ ozJ Authorized By: COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (Ibs) AVERAGE CROSS SECTIONz AREA (inch ) COMPRESSIVE STRENGTH (Psi) TYPE OF FRACTURE baby, specification) A 6240 7 3/20/07 4.00 48640 12.56 3870 - 2 B 6240 28 4/10/07 C 6240 28 4110/07 r D 6240 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive strength 04/01)06 revised 10,01706 Tested By: MHH Reviewed By: 9A 2757 152nd Avenue NE Redmond, WA 98052 ph:425.859-6750 fx: 425.869-6761 PROJECT: DATE: CLIENT: COMPRESSIVE STRENGTH DATA REPORT kohl's #11125 Tukwila March 13, 2007 Strata, Inc N07004A SPECIFIED STRENGTH: 4000 psi at 28 days Pour Location: SOG pour #2 Cast By: S Flint Sampled At. (yd3): 38.00 of 616 Time Batched: Time Sampled Concrete: 12:58 1:30 Grout 0 -,'CcISCRETEIINFoRtItATt 4 Slump Concrete Temp Cement Content Max. Aggregate Air Content Unit Weight Ticket No. Truck No. Other 5 Inches 70 deg. F 4.8 sacks 3/4 inch 777224 455 Ibs/ft3 Water Added On Site: OTHER: 1g/y3 hayrem,celroy rn s, etc HMA PROJECT No.: 07-056-1 BLDG PERMIT No.: D06-388 CONTRACTOR: Bayley SUPPLIER: Stoneway GRID/ELEV: D.5/J/1-5.5 Mix No: Load Size: Samples. Cast 448172 11.00 4 4x8 cylinders yd3 Masonry: ❑ Other: 0 ITCH' Cement Fine Aggregate Coarse Aggregate Slag Water Admix 1 Admix 2 Admix 3 Other 452 1425 1943 78 216 Ibs. lbs. lbs. Ibs. Ibs. oz./ ozi ozJ Authorized By: Stoneway QC COMPRESSIVE STRENGTH TEST DATA (ASTM C39, C1231, C780, C1019 SAMPLE No. LAB No. TEST AGE r DATE OF TEST AVERAGE DIAMETER MAXIMUM LOAD (lbs) AVERAGE CROSS SECTION AREA (inch2) COMPRESSIVE STRENGTH (psi) TYPE OF FRACTURE ,,n. A 6238 7 3/20/07 4.00 5173012.56 L 4120 2 B 6238 28 4110107 C 6238 28 4110/07 D 6238 H Hold Average PSI at 28 days Remarks: Date Received In Lab: 3/14/07 Compressive Strength 04/01/06 revised 10101706 Tested By: MHH Reviewed By: