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FRANKFORD AVENUE over FRANKFORD CREEK

Map 

Coordinates:
+40.00540, -75.09254
40°00'19" N, 75°05'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRANKFORD AVENUE over FRANKFORD CREEK
Structure number:000000000038838
Old structure number:672007010019010 (from 1992 edition)
Location:NR.HUNTING PARK AV3481F10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.0 ft. [25.9 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1903
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Closed Grating [4]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Posted for load [P]
Average daily traffic:13,804 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201438.5Structurally deficientPoorPoorPoor13804
February 201257.6Structurally deficientPoorPoorPoor12755
March 201058.0Structurally deficientPoorPoorFair12788
March 200858.0Structurally deficientPoorPoorPoor12760
April 200630.2Structurally deficientPoorPoorCritical12581
April 200444.4Structurally deficientPoorPoorSerious12880
March 200244.5Structurally deficientPoorPoorSerious12417
December 199962.4Structurally deficientPoorPoorPoor9294
January 199879.0Structurally deficientPoorFairFair9013
January 199661.3Structurally deficientPoorFairPoor13568
March 199461.3Structurally deficientPoorFairPoor13250
March 199261.4Structurally deficientPoorSatisfactoryPoor13016
April 199081.4Not deficientGoodFairFair12214