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SR1304 over CODDLE CREEK

Map 

Coordinates:
+35.35914, -80.63480
35°21'33" N, 80°38'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1304 over CODDLE CREEK
Structure number:000000000250193
Old structure number:000000000025193 (from 1992 edition)
Location:0.4 MI. N. JCT. SR1306
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:46.9 ft. [14.3 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Owner:State Highway Agency [01]
Year built:1990
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,700 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:80.9 tons [73.5 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:78.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201678.7FairSatisfactorySatisfactorySatisfactoryFO7700
April 201478.7FairSatisfactoryGoodGoodFO7700
April 201278.2GoodGoodGoodGoodFO9200
May 201078.5GoodGoodVery GoodVery GoodFO8200
June 200878.5GoodGoodVery GoodVery GoodFO8200
June 200678.0GoodGoodVery GoodVery GoodFO10000
May 200479.1GoodGoodVery GoodVery GoodFO6300
June 200281.7GoodVery GoodVery GoodVery Good-4550
April 200081.7GoodVery GoodVery GoodVery Good-4550
February 199882.2GoodVery GoodVery GoodVery Good-2900
February 199682.2GoodVery GoodVery GoodVery Good-2900
February 199482.0GoodVery GoodVery GoodVery Good-3700
February 199282.0GoodExcellentExcellentExcellent-3700