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SR1571 over LOGAN CREEK

Map

Coordinates:
+36.12407, -80.50418
36°07'27" N, 80°30'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1571 over LOGAN CREEK
Structure number:000000001970076
Location:.2 MI.E.JCT.SR1570
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1987
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:250 [as of 1996]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:66.9 tons [60.8 metric tons]
Sufficiency rating:92.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201592.4FairSatisfactorySatisfactorySatisfactory-250
May 201392.4FairSatisfactoryGoodGood-250
May 201191.4FairFairGoodGood-250
May 200992.4GoodGoodGoodGood-250
September 200792.4GoodVery GoodVery GoodVery Good-250
July 200592.4GoodVery GoodVery GoodVery Good-250
June 200392.4GoodVery GoodGoodGood-250
June 200192.4GoodVery GoodGoodGood-250
September 199992.4GoodVery GoodGoodGood-250
April 199192.5GoodVery GoodGoodVery Good-200