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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 13.5 / H 15 [2]
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 2014 

Status:Posted for load [P]
Average daily traffic:480 [as of 2013]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:62.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201462.5Not deficientFairFairFair480
October 201262.5Not deficientFairFairFair410
October 201073.2Not deficientFairSatisfactorySatisfactory430
September 200873.2Not deficientFairSatisfactorySatisfactory470
August 200668.7Structurally deficientPoorGoodSatisfactory540
March 200468.6Structurally deficientPoorGoodSatisfactory640
March 200268.6Structurally deficientPoorVery GoodSatisfactory660
March 200068.6Structurally deficientPoorVery GoodSatisfactory660
May 199868.6Structurally deficientPoorVery GoodSatisfactory660
April 199064.3Not deficientFairVery GoodSatisfactory400