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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 2014 

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:51.8 tons [47.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:68.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201468.2Structurally deficientFairPoorFair11000
September 201268.2Structurally deficientFairPoorFair11000
September 201068.2Structurally deficientFairPoorFair11000
September 200868.2Structurally deficientFairPoorFair11000
September 200668.2Structurally deficientFairPoorPoor11000
September 200467.5Structurally deficientFairPoorPoor11000
September 200267.5Structurally deficientFairPoorPoor11000
September 200068.5Structurally deficientFairPoorPoor11000
September 199868.5Structurally deficientFairPoorPoor11000
September 199668.5Structurally deficientFairPoorPoor11000
September 199466.7Structurally deficientPoorPoorPoor11000
September 199249.1Structurally deficientPoorFairPoor11000
September 199049.1Structurally deficientPoorFairPoor11000