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COTTMAN AVENUE over ROOSEVELT BLVD.

Map 

Coordinates:
+40.04444, -75.05428
40°02'40" N, 75°03'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COTTMAN AVENUE over ROOSEVELT BLVD.
Structure number:000000000038436
Old structure number:670073005000000 (from 1992 edition)
Location:@ ROOSEVELT BLVD. 3482B03
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:48.9 ft. [14.9 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:72.5 ft. [22.1 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:20,624 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:49.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201449.9Not deficientSatisfactoryFairPoor20624
March 201256.1Not deficientSatisfactoryFairPoor10802
March 201054.4Structurally deficientSatisfactoryFairPoor13476
March 200853.4Structurally deficientSatisfactorySatisfactoryPoor13476
March 200647.0Structurally deficientSatisfactorySatisfactoryPoor27071
February 200448.0Structurally deficientSatisfactorySatisfactoryPoor26154
March 200250.0Structurally deficientSatisfactorySatisfactoryPoor34931
July 199950.0Structurally deficientSatisfactorySatisfactoryPoor42302
August 199767.0Functionally obsoleteSatisfactorySatisfactoryFair41020
September 199566.0Functionally obsoleteFairSatisfactoryFair39198
January 199468.0Functionally obsoleteGoodSatisfactoryFair38280
January 199278.9Functionally obsoleteVery GoodSatisfactorySatisfactory35890