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ASHTON ROAD over WOODEN BRIDGE RUN

Map 

Coordinates:
+40.07294, -75.01209
40°04'23" N, 75°00'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASHTON ROAD over WOODEN BRIDGE RUN
Structure number:000000000039234
Old structure number:677301017000490 (from 1992 edition)
Location:ASHTON ROAD (S) 19J03
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 1980]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:88.8 tons [80.7 metric tons]
Sufficiency rating:81.5
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201481.5Not deficient---1700
July 201281.5Not deficient---1700
July 201081.5Not deficient---1700
July 200881.5Not deficient---1700
July 200681.5Not deficient---1700
July 200481.5Not deficient---1700
July 200281.5Not deficient---1700
July 200081.5Not deficient---1700
July 199881.5Not deficient---1700
July 199682.5Not deficient-ExcellentVery Good1700
July 199417.8Structurally deficient---900
July 199217.8Structurally deficient---900
July 199017.8Structurally deficient---900