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SR1431 over CODDLE CREEK

Map

Coordinates:
+35.39413, -80.66803
35°23'39" N, 80°40'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR1431 over CODDLE CREEK
Structure number:000000000250189
Location:0.2 MI. W. JCT. SR1432
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:186.0 ft. [56.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1997
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,200 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:98.8 tons [89.8 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:79.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.3GoodGoodGoodVery GoodFO9200
April 201479.3GoodGoodGoodVery GoodFO9200
April 201279.6GoodGoodGoodGoodFO7700
May 201079.8GoodGoodVery GoodVery GoodFO6700
June 200879.8GoodGoodVery GoodVery GoodFO6700
July 200679.8GoodGoodVery GoodVery GoodFO6700
May 200493.8GoodGoodVery GoodVery Good-2700
August 200293.8GoodVery GoodExcellentExcellent-2700
November 199793.8GoodExcellentExcellentExcellent-2700
May 199122.5PoorSatisfactoryFairPoorSD1400