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SR1151 over CEDAR CREEK

Map 

Coordinates:
+35.53270, -79.54450
35°31'58" N, 79°32'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1151 over CEDAR CREEK
Structure number:000000000370236
Location:250 FT.S. JCT. SR2308
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:25.9 ft. [7.9 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:240 [as of 2012]
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:36.0 tons [32.7 metric tons]
Sufficiency rating:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201599.9Not deficient---240
August 201399.9Not deficient---240
August 201199.9Not deficient---260
August 2009100.0Not deficient---220
August 2007100.0Not deficient---160
November 2005100.0Not deficient---160
October 2005100.0Not deficient---160
October 200353.3Functionally obsoleteGoodGoodFair1500
December 200156.4Functionally obsoleteGoodGoodFair1100
November 199943.0Structurally deficientGoodGoodPoor1200
November 199133.3Structurally deficientVery GoodVery GoodFair1000