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SR1346 over GREEN BRIAR CREEK

Map 

Coordinates:
+35.82091, -79.48501
35°49'15" N, 79°29'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1346 over GREEN BRIAR CREEK
Structure number:000000000370277
Location:0.15 MI. E. JCT. SR1357
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:36.1 ft. [11.0 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1951
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:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Status:Posted for load [P]
Average daily traffic:730 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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: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:32.9 tons [29.9 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:57.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201557.1Not deficientGoodFairGood730
June 201361.1Not deficientGoodSatisfactoryGood870
June 201151.0Not deficientGoodGoodFair820
June 200960.9Not deficientSatisfactorySatisfactorySatisfactory900
June 200748.1Not deficientSatisfactoryFairSatisfactory860
August 200556.4Not deficientGoodGoodGood920
June 200356.4Not deficientGoodGoodGood970
August 200158.1Not deficientGoodGoodGood990
August 199958.1Not deficientGoodGoodGood1000
August 199152.8Not deficientGoodVery GoodGood800