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SR1329 over LITTLE COHARIE CREEK

Map

Coordinates:
+35.08389, -78.52937
35°05'02" N, 78°31'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1329 over LITTLE COHARIE CREEK
Structure number:000000001630317
Old structure number:000000000163317 (from 1992 edition)
Location:0.6 MI E. OF JCT SR1433
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1962
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:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:450 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Sufficiency rating:27.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201727.6PoorFairFairSeriousSD450
June 201427.6PoorFairFairSeriousSD450
June 201229.0PoorFairFairSeriousSD350
June 201044.2PoorFairSatisfactoryPoorSD430
June 200845.3PoorFairSatisfactoryPoorSD400
August 200644.2PoorFairSatisfactoryPoorSD470
February 200444.2PoorFairSatisfactoryPoorSD470
February 200247.0PoorFairSatisfactoryPoorSD250
September 200059.5FairSatisfactorySatisfactoryFair-400
May 199855.1FairSatisfactorySatisfactoryFair-450
May 199656.3FairSatisfactorySatisfactoryFair-280
May 199458.6FairSatisfactorySatisfactoryFair-320
July 199255.2FairSatisfactorySatisfactoryFair-300
July 199055.2FairSatisfactorySatisfactoryFair-300