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HENRY AVENUE over SEPTA;CSX AND CREEK

Map 

Coordinates:
+40.00733, -75.17965
40°00'26" N, 75°10'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HENRY AVENUE over SEPTA;CSX AND CREEK
Structure number:000000000039030
Old structure number:674001002005880 (from 1992 edition)
Location:N.HUNTING PARK AVE3480B04
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:568.9 ft. [173.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:100.4 ft. [30.6 m]
Vertical clearance below bridge:19.4 ft. [5.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:2011
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:14,562 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201476.4Not deficientFairFairSatisfactory14562
August 201277.5Not deficientFairFairSatisfactory6707
August 201043.6Structurally deficientFairFairSerious6575
August 200848.8Structurally deficientFairFairSerious6561
August 200646.3Structurally deficientFairFairSerious14161
August 200445.6Structurally deficientFairFairSerious16230
July 200250.2Structurally deficientFairFairSerious16193
October 199944.3Structurally deficientFairPoorSerious16069
October 199760.6Structurally deficientFairPoorPoor14285
November 199556.0Structurally deficientFairPoorPoor14350
April 199453.6Structurally deficientFairPoorPoor23556
April 199259.4Structurally deficientFairPoorPoor23140
June 199059.7Structurally deficientFairPoorPoor22086