Share:

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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201476.4FairFairFairSatisfactory-14562
August 201277.5FairFairFairSatisfactory-6707
August 201043.6PoorFairFairSeriousSD6575
August 200848.8PoorFairFairSeriousSD6561
August 200646.3PoorFairFairSeriousSD14161
August 200445.6PoorFairFairSeriousSD16230
July 200250.2PoorFairFairSeriousSD16193
October 199944.3PoorFairPoorSeriousSD16069
October 199760.6PoorFairPoorPoorSD14285
November 199556.0PoorFairPoorPoorSD14350
April 199453.6PoorFairPoorPoorSD23556
April 199259.4PoorFairPoorPoorSD23140
June 199059.7PoorFairPoorPoorSD22086