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WILLITS ROAD over WOODEN BRIDGE RUN

Map 

Coordinates:
+40.06133, -75.02061
40°03'41" N, 75°01'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILLITS ROAD over WOODEN BRIDGE RUN
Structure number:000000000038766
Old structure number:671011002027970 (from 1992 edition)
Location:NEAR ASHTON ROAD 3482G01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:11,301 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:50.8 tons [46.2 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:59.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201459.4Structurally deficientSatisfactoryPoorFair11301
February 201261.5Structurally deficientSatisfactoryPoorFair7268
March 201062.8Structurally deficientSatisfactoryPoorFair7287
March 200862.8Structurally deficientSatisfactoryPoorFair7271
March 200662.9Structurally deficientSatisfactoryPoorFair7169
February 200463.4Structurally deficientSatisfactoryPoorFair5862
March 200263.5Structurally deficientSatisfactoryPoorSatisfactory5719
August 199965.8Structurally deficientSatisfactoryPoorSatisfactory5719