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SR1007 over DEEP RIVER

Map 

Coordinates:
+35.55500, -79.28721
35°33'18" N, 79°17'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1007 over DEEP RIVER
Structure number:000000000370169
Location:0.1 MI. S. JCT. US421
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:64.0 ft. [19.5 m]
Total length:421.0 ft. [128.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1959
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:8
Main spans material:Steel [3]
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: November 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:400 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.9 tons [37.2 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:63.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201663.5FairFairFairFair-400
November 201462.5FairFairFairFair-480
October 201262.5FairFairFairFair-410
October 201073.2FairFairSatisfactorySatisfactory-430
September 200873.2FairFairSatisfactorySatisfactory-470
August 200668.7PoorPoorGoodSatisfactorySD540
March 200468.6PoorPoorGoodSatisfactorySD640
March 200268.6PoorPoorVery GoodSatisfactorySD660
March 200068.6PoorPoorVery GoodSatisfactorySD660
May 199868.6PoorPoorVery GoodSatisfactorySD660
April 199064.3FairFairVery GoodSatisfactory-400