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WHITAKER AVENUE over TACONY CREEK;ACCESS RD.

Map 

Coordinates:
+40.02322, -75.11112
40°01'24" N, 75°06'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITAKER AVENUE over TACONY CREEK;ACCESS RD.
Structure number:000000000038730
Old structure number:671003004014710 (from 1992 edition)
Location:.6MI.S.ROOSEVELT 3481C07
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:113.9 ft. [34.7 m]
Total length:347.1 ft. [105.8 m]
Roadway width between curbs:68.6 ft. [20.9 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:22,118 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:62.8 tons [57.1 metric tons]
Inventory rating:37.8 tons [34.4 metric tons]
Sufficiency rating:77.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201477.3Not deficientFairFairFair22118
February 201282.3Not deficientFairFairFair10684
March 201082.3Not deficientFairFairFair10712
March 200882.5Not deficientFairSatisfactoryFair10391
March 200678.5Not deficientFairSatisfactoryFair21398
April 200475.3Not deficientFairSatisfactoryFair26046
March 200276.7Not deficientFairSatisfactoryFair25109
February 200074.9Not deficientFairSatisfactoryFair24615
January 199873.4Not deficientFairSatisfactoryFair22791
February 199672.6Not deficientFairSatisfactoryFair20376
May 199472.2Not deficientFairSatisfactoryFair21350
May 199286.7Not deficientSatisfactorySatisfactorySatisfactory20972
May 199187.2Not deficientSatisfactorySatisfactorySatisfactory19678