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HENRY AVENUE over WISSAHICKON CR;LINCOLN D

Map 

Coordinates:
+40.02403, -75.19586
40°01'27" N, 75°11'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HENRY AVENUE over WISSAHICKON CR;LINCOLN D
Structure number:000000000039033
Old structure number:674001005013340 (from 1992 edition)
Location:FAIRMOUNT PARK 3479J07
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:288.1 ft. [87.8 m]
Total length:830.1 ft. [253.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:87.9 ft. [26.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:2011
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:23,905 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:51.8 tons [47.1 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:89.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201489.1Not deficientSatisfactorySatisfactorySatisfactory23905
January 201292.4Not deficientSatisfactorySatisfactorySatisfactory12578
November 201062.4Not deficientFairFairPoor12611
November 200862.4Not deficientFairFairPoor12583
November 200649.3Structurally deficientFairFairPoor30394
November 200453.4Structurally deficientFairFairPoor29677
November 200253.9Structurally deficientFairFairPoor28610
October 200052.4Structurally deficientSatisfactoryFairPoor27964