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OR 99E(HWY 001E) over UPRR

Map 

Coordinates:
+45.57894, -122.66126
45°34'44" N, 122°39'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OR 99E(HWY 001E) over UPRR
Structure number:05290 01EX00386
Location:3.9 MI N PORTLAND CC
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.6 ft. [7.5 m]
Total length:217.5 ft. [66.3 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1916
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:9
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:47,000 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:56.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,225,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201556.9Structurally deficientPoorFairFair47000
January 201356.9Structurally deficientPoorFairFair47000
February 201120.0Structurally deficientPoorFairFair48400
January 200916.6Structurally deficientPoorFairFair48400
January 200725.9Functionally obsoleteFairFairFair17819
January 200525.8Functionally obsoleteFairFairFair17300
January 200325.8Functionally obsoleteFairFairFair17300
January 200130.6Functionally obsoleteSatisfactorySatisfactorySatisfactory50700
January 199930.6Functionally obsoleteSatisfactorySatisfactorySatisfactory50700
January 199761.3Functionally obsoleteSatisfactorySatisfactorySatisfactory14200
January 199561.7Functionally obsoleteSatisfactorySatisfactorySatisfactory14200
January 199358.7Functionally obsoleteSatisfactorySatisfactorySatisfactory14200
January 199156.6Functionally obsoleteSatisfactorySatisfactoryGood15000