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OR 99E(HWY 001E) over UPRR & DIVISION ST

Map 

Coordinates:
+45.50722, -122.66084
45°30'26" N, 122°39'39" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:OR 99E(HWY 001E) over UPRR & DIVISION ST
Structure number:02115 01E 00105
Location:1.5 MI SE PORTLAND CC
Purpose:Carries highway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:1639.2 ft. [499.6 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:10.8 ft. [3.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1937
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:40
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

2010 Inspection 

Status:Posted for load [P]
Average daily traffic:36,110 [as of 2008]
Truck traffic:7% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Scour condition:Bridge not over waterway. [N]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,237,000

2000 Inspection 

Status:Posted for load [P]
Average daily traffic:32,200 [as of 2000]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Poor [4 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:25.7 tons [23.4 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:2.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$12,693,000

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:47,600 [as of 1989]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:27.3 tons [24.8 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:41.3