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SR2209 over LOWER CREEK

Map 

Coordinates:
+35.78774, -81.63629
35°47'16" N, 81°38'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR2209 over LOWER CREEK
Structure number:000000000230311
Location:1 MI.SW.JCT.SR1501
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 1995]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:86.8 tons [78.9 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201592.5GoodGoodGoodGood-200
October 201392.5GoodGoodGoodGood-200
October 201192.5GoodGoodGoodGood-200
October 200992.1GoodGoodGoodVery Good-200
September 200792.1GoodGoodGoodVery Good-200
February 200692.1GoodGoodGoodVery Good-200
August 200392.1GoodGoodGoodVery Good-200
January 200292.1GoodVery GoodVery GoodVery Good-200
January 200092.1GoodVery GoodVery GoodVery Good-200
October 198987.6GoodVery GoodVery GoodVery Good-500