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HIGHLAND PK SR1005 over NS RR, ALLEGH R, AVR RR

Map 

Coordinates:
+40.49238, -79.91054
40°29'33" N, 79°54'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HIGHLAND PK SR1005 over NS RR, ALLEGH R, AVR RR
Structure number:000000000001380
Old structure number:021005002000000 (from 1992 edition)
Location:HIGHLAND PARK BRIDGE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:277.9 ft. [84.7 m]
Total length:2306.2 ft. [702.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1988
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:7
Main spans material:Steel continuous [4]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:39,594 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:49.0 tons [44.5 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:62.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201462.5Not deficientGoodFairFair39594
October 201262.4Not deficientGoodFairFair40030
November 201064.0Not deficientGoodFairFair21163
November 200864.0Not deficientGoodFairFair21163
November 200660.5Not deficientGoodFairFair43656
November 200460.2Not deficientGoodFairFair42711
November 200260.2Not deficientGoodFairFair42372
January 200160.2Not deficientGoodFairFair41687
October 199860.2Not deficientGoodFairFair40950
January 199760.2Not deficientGoodFairFair43488
November 199469.0Not deficientGoodFairFair41760