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Tabor Road over Tacony Creek

Map

Coordinates:
+40.03106, -75.11113
40°01'52" N, 75°06'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:Tabor Road over Tacony Creek
Structure number:000000000039146
Old structure number:677301004002550 (from 1992 edition)
Location:TABOR ROAD 18D11
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:65.6 ft. [20.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 1979]
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:51.9 tons [47.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:68.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,738,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201668.2PoorFairPoorFairSD11000
September 201468.2PoorFairPoorFairSD11000
September 201268.2PoorFairPoorFairSD11000
September 201068.2PoorFairPoorFairSD11000
September 200868.2PoorFairPoorFairSD11000
September 200668.2PoorFairPoorPoorSD11000
September 200467.5PoorFairPoorPoorSD11000
September 200267.5PoorFairPoorPoorSD11000
September 200068.5PoorFairPoorPoorSD11000
September 199868.5PoorFairPoorPoorSD11000
September 199668.5PoorFairPoorPoorSD11000
September 199466.7PoorPoorPoorPoorSD11000
September 199249.1PoorPoorFairPoorSD11000
September 199049.1PoorPoorFairPoorSD11000