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HENRY AVENUE over BIKE PATH,WISSAHICKON

Map 

Coordinates:
+40.04358, -75.21753
40°02'37" N, 75°13'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HENRY AVENUE over BIKE PATH,WISSAHICKON
Structure number:000000000039035
Old structure number:674001010000000 (from 1992 edition)
Location:WEST VALLEY AVE. 3479 F04
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:748.1 ft. [228.0 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1958
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:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:28,368 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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 corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:46.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201446.4Functionally obsoleteSatisfactoryFairFair28368
September 201248.5Functionally obsoleteSatisfactoryFairFair14569
September 201046.9Functionally obsoleteSatisfactoryFairFair15460
September 200830.5Structurally deficientSatisfactoryFairPoor15426
September 200610.5Structurally deficientSatisfactoryFairPoor29918
September 200410.3Structurally deficientSatisfactoryFairPoor39714
October 200210.3Structurally deficientSatisfactoryFairPoor38286
November 200039.0Structurally deficientSatisfactoryFairPoor26288
November 199852.0Functionally obsoleteSatisfactoryFairFair25874
October 199621.2Structurally deficientSatisfactoryFairPoor25091
November 199424.2Structurally deficientSatisfactoryFairPoor24482
March 199324.2Structurally deficientSatisfactorySatisfactoryPoor24049
March 199139.2Not deficientSatisfactorySatisfactoryFair31622