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SR1740 over UT TO MICOL CREEK

Map 

Coordinates:
+35.73285, -81.53820
35°43'58" N, 81°32'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1740 over UT TO MICOL CREEK
Structure number:000000000230108
Location:.3 MI.E JCT.SR1739
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:640 [as of 2011]
Truck traffic:6% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.7Not deficient---640
August 201399.7Not deficient---640
August 201199.8Not deficient---760
August 200999.8Not deficient---820
August 200799.8Not deficient---820
October 200599.8Not deficient---970
July 200399.8Not deficient---970
November 200199.9Not deficient---600
November 199999.9Not deficient---600
May 199029.1Structurally deficientGoodSatisfactoryFair400