Share:

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201462.5FairGoodFairFair-39594
October 201262.4FairGoodFairFair-40030
November 201064.0FairGoodFairFair-21163
November 200864.0FairGoodFairFair-21163
November 200660.5FairGoodFairFair-43656
November 200460.2FairGoodFairFair-42711
November 200260.2FairGoodFairFair-42372
January 200160.2FairGoodFairFair-41687
October 199860.2FairGoodFairFair-40950
January 199760.2FairGoodFairFair-43488
November 199469.0FairGoodFairFair-41760