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BAPTIST ROAD over ALLOWAY CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAPTIST ROAD over ALLOWAY CREEK
Structure number:200000CL0207010
Location:0.11 MI N OF STARNERS DAM
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:61.0 ft. [18.6 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1911
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:240 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:79.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$320,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201579.9GoodGoodGoodGoodFO240
May 201379.9GoodGoodGoodGoodFO232
September 201179.9GoodGoodGoodGoodFO232
August 200979.9GoodGoodGoodGoodFO231
August 200779.9GoodGoodGoodGoodFO215
August 200579.9GoodGoodGoodGoodFO221
August 200378.9GoodGoodGoodGoodFO260
September 200178.9GoodGoodGoodGoodFO260
September 199983.4FairGoodGoodSatisfactory-247
September 199772.4FairVery GoodVery GoodFair-247
July 199571.9FairVery GoodVery GoodFair-167
September 199382.9FairVery GoodVery GoodSatisfactory-167
September 199182.9GoodVery GoodVery GoodGood-167