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CONVOY ROAD over TOWN CREEK * CONVOY

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

Facts 

Name:CONVOY ROAD over TOWN CREEK * CONVOY
Structure number:8132372
Location:1.00 MI E JCT SR 127
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:60.0 ft. [18.3 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
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: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:215 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201692.5GoodVery GoodGoodGood-215
September 201592.5GoodVery GoodGoodGood-111
September 201492.5GoodVery GoodGoodGood-111
November 201392.5GoodVery GoodGoodGood-111
October 201289.5GoodVery GoodVery GoodVery Good-111
October 201189.5GoodVery GoodVery GoodVery Good-111
October 201089.5GoodVery GoodVery GoodVery Good-111
October 200989.5GoodVery GoodVery GoodVery Good-111
October 200889.5GoodVery GoodVery GoodVery Good-111
October 200789.5GoodVery GoodVery GoodVery Good-111
October 200689.5GoodVery GoodVery GoodVery Good-111
September 200589.5GoodVery GoodVery GoodVery Good-111
September 200489.5GoodVery GoodVery GoodVery Good-111
September 200389.5GoodVery GoodVery GoodVery Good-111
September 200289.5GoodVery GoodVery GoodVery Good-111
September 200095.0GoodVery GoodVery GoodVery Good-96
September 199994.0GoodVery GoodVery GoodVery Good-96
September 199894.0GoodVery GoodVery GoodVery Good-96
June 199794.0GoodVery GoodVery GoodVery Good-96
March 199685.0GoodVery GoodVery GoodVery Good-300
September 199484.0GoodVery GoodVery GoodVery Good-300
February 199384.0GoodVery GoodVery GoodVery Good-300
December 199184.0GoodVery GoodVery GoodVery Good-300