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Oregon
Department of Transportation |
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Region |
5 |
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2006 - Top 10% Sites Investigative Report - By Hwy, MP |
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| Region |
Dist. |
Rte. |
Hwy |
Rdwy |
Rd Name |
BMP |
EMP |
ADT |
Max
Crashes |
Max
Fatalities |
Max SPIS
* |
Date
Review Completed |
Problem
Description |
Potential
Remedies |
Estimated
Costs |
Impediments to Implementation |
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| 5 |
13 |
I-84 |
006 |
1 |
OLD OREGON TRAIL |
258.91 |
259.09 |
10,700 |
7 |
0 |
51.66 |
8/17/06 |
Run-off-the-road
crashes near curve |
Crash
history included time during const. project.
Continue to monitor |
-------- |
None |
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| 5 |
13 |
I-84 |
006 |
1 |
OLD OREGON TRAIL |
263.91 |
264.09 |
8,800 |
4 |
1 |
45.86 |
8/17/06 |
Run-off-the-road
crashes on tangent |
Install
rumble strips on shoulders |
$80,200 |
None |
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| 5 |
14 |
US-20 |
007 |
1 |
CENTRAL OREGON |
246.91 |
247.09 |
5,000 |
4 |
0 |
51.28 |
8/17/06 |
Ice
and frost where mountain shades highway |
Install
ICE warning signs that can be
activated under adverse conditions |
$192,500 |
None |
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| 5 |
14 |
US-20 |
007 |
1 |
CENTRAL OREGON |
255.10 |
255.25 |
5,100 |
3 |
1 |
47.08 |
8/17/06 |
Turning
crashes at intersection on rural tangent section |
Install
left turn refuges on highway |
$1,210,000 |
R/W
impacts on irrigation infrastructure |
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| 5 |
12 |
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028 |
2 |
PENDLETON-JOHN DAY |
0.55 |
0.67 |
4,700 |
8 |
0 |
46.06 |
8/17/06 |
Visibility
restrictions due to on-street parking |
Eliminate
on-street parking |
$55,000 |
possible
local business resistance |
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| 5 |
12 |
US-395 |
028 |
1 |
PENDLETON-JOHN DAY |
1.67 |
1.79 |
26,500 |
26 |
0 |
62.94 |
8/17/06 |
EB
Ramps -- turning in front of traffic on Southgate Hailey Ave. -- rearending stopped vehicles
or following too closely |
Project
to be let 9-27-07 will eliminate left turn movements |
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None |
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| 5 |
14 |
US-395 |
028 |
1 |
PENDLETON-JOHN DAY |
106.91 |
107.09 |
500 |
3 |
0 |
47.88 |
8/17/06 |
Ice
on curves in winter |
Continue
to monitor. Advise maint. personnel to
monitor |
-------- |
None |
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| 5 |
12 |
US-395 |
054 |
1 |
UMATILLA-STANFIELD |
2.68 |
2.84 |
11,300 |
6 |
0 |
54.45 |
8/17/06 |
Cross
traffic not yielding R/W |
Pave
side streets back 200 ft. |
$140,000 |
None |
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| 5 |
12 |
US-395 |
054 |
1 |
UMATILLA-STANFIELD |
4.74 |
4.92 |
18,100 |
28 |
0 |
77.37 |
8/17/06 |
Left
turns not yielding. Rear-ends |
Replace
signal heads & adjust phase timing |
$10,000 |
None |
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| 5 |
12 |
US-395 |
054 |
1 |
UMATILLA-STANFIELD |
5.37 |
5.55 |
19,200 |
26 |
0 |
56.18 |
8/17/06 |
Disregarding
signal, turning in front of oncoming traffic, rear-ends |
Gladys:
Review signal timing & lane use assignments Main: protected left turns Hurlburt: Review signal timing |
$30,000 |
None |
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| 5 |
12 |
US-30 |
067 |
2 |
PENDLETON |
3.28 |
3.46 |
6,500 |
14 |
0 |
54.39 |
8/17/06 |
Turning
from wrong lane & rear-ends |
SW
1st: Street name on span wire Main:
Convert diagonal parking to parallel
SE 1st: Street name on span wire |
$5,000 |
Potential
inadequacy of signal infrastructure.
Business resistance to loss of parking. |
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| 5 |
13 |
OR-203 |
340 |
1 |
MEDICAL SPRINGS |
11.91 |
12.09 |
260 |
3 |
0 |
48.91 |
8/17/06 |
Run-off-road
crashes in curves |
Realign
hwy to straighten curves |
$1,282,000 |
None |
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| 5 |
13 |
OR-203 |
340 |
1 |
MEDICAL SPRINGS |
19.91 |
20.09 |
260 |
4 |
0 |
51.69 |
8/17/06 |
Run-off-road
in downhill curves |
Realign
hwy to straighten curves. Widen lanes
to 12 feet. Add 2 ft paved shoulder. |
$1,122,000 |
Right-of-way
acquisition |
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| 5 |
14 |
OR-201 |
450 |
1 |
SUCCOR CREEK |
9.91 |
10.09 |
1,200 |
3 |
0 |
54.70 |
8/17/06 |
None
apparent |
Continue
to monitor |
-------- |
None |
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| 5 |
14 |
OR-201 |
455 |
1 |
OLDS FERRY-ONTARIO |
25.12 |
25.22 |
4,400 |
3 |
1 |
46.23 |
N/A |
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Project
to be let 7/27/06 will rebuild entire interchange |
-------- |
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| 5 |
14 |
OR-201 |
455 |
1 |
OLDS FERRY-ONTARIO |
27.42 |
27.75 |
2,800 |
19 |
0 |
72.82 |
N/A |
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All
crashes coded are on old alignment that is no longer state highway |
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| 5 |
14 |
US-30 |
455 |
1 |
OLDS FERRY-ONTARIO (Ontario Spur) |
Y28.06 |
Y28.24 |
20,800 |
33 |
1 |
78.34 |
N/A |
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Project
to be let 11/9/06 will create double turn lanes, prior to jurisdictional
transfer to city |
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| * Bold
font indicates top five percent. |
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