HomeMy WebLinkAboutTrans 2015-10-19 Item 2A - Handout Distributed at Meeting - 42nd Avenue South Sight Distance AnalysisSight distance study tur:
5.14Uth/42na, 5.14bt5/42na and 5.148t5/42na
The 2011 HHsFl i 0 intersection sight distance recommendations for stop
controlled 30mph roadways are z%.' left and 335' right.
The following are the findings for the site evaluations for the above intersections:
• s.140tf/42"q: EBLT 125', EBRT 225', WBLT 160', WBRT 225'
• S.146try/42"6: EBLT 195', EBRT 225', WBLT 125', WBRT iis'
▪ 5.148th/42"d: MEI EBK I /1', WBE 1160', WBRT 142'
•
Note: removal of select vegetation could improve many of these issues as note in
individual photos.
I50
----- ISO
clear srglat
Lookiriy Left
see attached photos and measurement criteria.
e rg S y ht Triangle
Looking Right
Location of Drirver"s Eye
{Use 15 feet from edge
of dearest through Ian)
cable 9-6. Design Inte.secti,n sight Distance -Case B1, Left Turn from Stop
Metric
u.s.Castomary
Design
speea
(km/h)
stopping sight
Distance (m)
Intersection Sight
Distance for
Passenger Cars
Design
Speed
(mph)
Stopping
Intel seMon sight
Distance for
Passenger Cars
Calculated
(m)
Design
(m)
Siglit
Distance (Tt)
Calcnlatea
(ft)
Design
(ft)
20
zu
41.7
45
15
80
1b5.4
170
30
35
62.6
65
10
115
LL0.5
225
40
50
83.4
85
z5
155
275.6
280
50
b5
104.3
105
30
200
330.8
335
60
8s
125.1
130
35
250
385.9
390
/0
105
146.0
150
40
30s
441.0
445
80
130
166.8
1/0
45
360
496.1
500
90
160
187 /
19u
50
425
551.3
555
100
185
208.5
21u
55
495
b05.4
61u
llu
220
229.4
230
60
57u
b61.s
665
120
250
250.2
255
b5
b45
716.6
720
130
285
271.1
2/5
/0
730
771.8
775
-
-
-
-
75
820
826 9
830
-
-
-
-
80
910
88z.0
g85
Note: In erseciion sight. distance shown is to a stopped passenger car to torn left onto a two-lane highway,wiLh
no median and grades 3 percent or less. For other conditions, tris time gap shdoia 6E adjuster] and trle
sight distancE recaicolate'a.
cable 9-8. Design Intersection sight Distance -Case BL, K;gllt Turn Iron! Stop, aria Case Bs. Crossing
Maneuver
i4laric
u.s. Customary
Design
Speed
(km/h)
stopping
sight
Distance
(m)
I5 teu 3Ection sight
Distance for
Passenger Cars
Design
Speed
(mph)
stopping
sight
Distance
(ft)
Intersection sight
Distance for
Passenger Cars
Calculated
(m)
Design
(m)
t.alculated
(ft)
Design
(ft)
20
20
36.1
40
15
80
143.3
145
30
35
54 2
55
20
115
191.1
195
40
su
72 3
/s
25
lss
253.9
240
50
65
90.4
95
30
200
286.7
290
60
85
108 4
110
35
15U
334.4
335
70
105
12b.5
130
40
305
381.1
388
80
13u
144.o
14s
45
360
430.0
430
90
160
162.6
165
50
425
4//.8
480
100
185
180./
185
55
49s
515 5
530
llu
220
198.8
200
60
570
5733
575
120
250
216.8
220
65
645
621 1
625
130
185
134.9
135
/0
730
668.9
67u
-
-
-
-
/5
Szu
710 .o
7zu
-
-
-
-
80
910
764.4
765
Note' Intersection sight distance shown is fora stopped passenger car to turn .Ignt unto or to zross a t.o-
lane.highway wish no median and with grades of 3 percent or less. For other conditions, the time gap
shuold be ddjosLed and the distance recalcolaied.
Intersection Departure'Sight T1ianglel; EaBtbound 1140th at4Qnd
0
tan
I
Scott Butes III)/Q015
24
O
IN
u,
% l
'^
M
%o
d
Major Ro ad way Width
Ivo. oIF Lanes
Minor Roadw Wid Li
IVo. oIF Lanes
Recommended Distance Left
Measured Dis lance lelFt
Reco amended Distance Right
Measured Dis Lance Right
10-1e-2015
I
al
5.140th ST
ENSTI31DUND
a_
LEFT -RIGHT IfUR V5
m
c
L.,
0
p
!D
Date
Major Road way Name
Minor Roadw t y Name
Direction of ITr avel
Pos ted Speed Limit or 85 Xo for M ujor
Roadway
(Traffic Controls Present
Ilan ter section Maneuver
0
tan
I
Scott Butes III)/Q015
Eastbound 140th at1421' looking nort'
View left bloc< I3t 11E4' from on street parking.
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Intersectbn )eDarture ISight Triangles Wei;tboand 1140th at 412nd
l0
N
OI
24
DI
290'
LC)
d
M
M
N
N
Major Roadway Willth
No. olr Lanes
Minor Roadwa y Width
No. DIF Lanes
Recommended Distance Left
Measured Distance left
Reim amended Dis Lance Right
Measured Distance Right
o
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v
t
WE61rI31JUND
Stop
LEFT -RIG TU INS
T
0
0
M
'O
d
N
Mayor Roadway Name
Minor Roadway Name
nl
rrt
Posted Speed Limit or 85'70 for Major
Roadway
!Dar 5c Controls Present
Intersection Maneuver
W
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0
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iew right iinpiairetl at 225 bIJ tint ciabinet
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Intersection DeaartareISiightTri angles EastbDunJ 1415th at42nI
N
v
N
0
01
r -I
CO
M
d
N
1
O
O
z
No. of Lanes
Recommended Distance Left
Measured Distance left
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cat
0
U
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N
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UD
N
EASTBOUND
co
Q.
0
LEFT -RIGHT TURNS
U
5
czt
0
0
0
0
tn
oo
O
E
0
a
� 3
0
2
a
sn
4-40
0
U
Intersection Maneuver
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Intersection Departure Sight Triangles Westbound 1146th at 4@nd
26
d
d
d
290'
125'
to
CO
m
175'
Major Roadway Width
No. of Lanes
Minor Roadway Width
No. of Lanes
Recommended Distance Left
Measured Distance left
Recommended Distance Right
Measured Distance Right
10-12-2015 7
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N
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C
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WESTBOUND
M
Stop
LEFT -RIGHT TURNS J
al
0
Major Roadway Name
Minor Roadway Name
Direction of Travel
Posted Speed Limit or 85% for Major
Roadway
Traffic Controls Present
Intersection Maneuver
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Inte -section D apa to -e Sight Triangles Eastbound 11.41Bt' at 4Q nd
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d
CV
i
rn
DI
d
d
M
M
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Major Roadway Width
Al
e-1
rt
04
4-r
0
O
z
Minor Roadway I Width
No. of L apes
Recommended Distance Left
Me asuired Distance left
Recommended Distance Right
Measured Distance Right
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N
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tri
EAIiTBOUND
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Bto
LEFT- IIGHT TURNIi
Date
Major Roadway Name
Minor Roadway Name
Direction DIF Travel
Posted Speed Limit or 815% IFor Major
Road way
Traffic Controls Present
Intersection Maneuver
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N
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N
d
290' I
b
VD
% -I
ID
M
CQ
14E' I
Major Roadway Width
No. of Lanes
Minor Roadway Width
No. of Lanes
Recommended Distance Left
Measured IDistance left
Recommended IDistance Right
___1
10-12-2015
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N
t
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WESTBOUND
_
M
Stop
LEFT -RIGHT TURNS
a)
Et
IQ
1 Major Roadway Name
1 Minor Roadway Name
Direction of Travel
Posted Speed Limit or 85% for Major
Roadway
1 Traffic Controls Present
Intersection Maneuver
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W63
E 121
ei
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oat 8
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