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DUSTMAN ROAD over TOWN CREEK *DUSTMAN RD

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DUSTMAN ROAD over TOWN CREEK *DUSTMAN RD
Structure number:8135207
Location:0.40 MI N JCT T 82
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:81 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201698.0GoodVery GoodVery GoodVery Good-81
October 201592.5GoodVery GoodVery GoodVery Good-179
October 201498.0GoodVery GoodVery GoodVery Good-53
October 201398.0GoodVery GoodVery GoodVery Good-53
November 201295.0GoodVery GoodVery GoodVery Good-53
November 201195.0GoodVery GoodVery GoodVery Good-53
November 201095.0GoodVery GoodVery GoodVery Good-53
October 200995.0GoodVery GoodVery GoodVery Good-53
October 200895.0GoodVery GoodVery GoodVery Good-53
October 200795.0GoodVery GoodVery GoodVery Good-53
October 200695.0GoodVery GoodVery GoodVery Good-53
October 200595.0GoodVery GoodVery GoodVery Good-53
October 200495.0GoodVery GoodVery GoodVery Good-53
October 200395.0GoodVery GoodVery GoodVery Good-53
October 200295.0GoodVery GoodVery GoodVery Good-53
October 200095.0GoodVery GoodVery GoodVery Good-50
September 199995.0GoodVery GoodVery GoodVery Good-50
September 199895.0GoodVery GoodVery GoodVery Good-50
August 199795.0GoodVery GoodVery GoodVery Good-100
March 199694.0GoodGoodVery GoodVery Good-100
December 199494.0GoodGoodVery GoodVery Good-100
August 199394.0GoodVery GoodVery GoodVery Good-100
December 199194.0GoodVery GoodVery GoodVery Good-100
March 199094.0GoodVery GoodVery GoodVery Good-100