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SR2208 over LOVES CREEK

Map 

Coordinates:
+35.71871, -79.45963
35°43'07" N, 79°27'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR2208 over LOVES CREEK
Structure number:000000000370183
Location:8O FT. MI. N. JCT. SR2110
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:3,300 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:68.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201668.0Not deficientFairFairSatisfactory3300
February 201468.0Not deficientFairFairSatisfactory3300
February 201267.0Not deficientFairFairFair3000
February 201068.0Not deficientFairFairSatisfactory3300
February 200880.3Not deficientFairFairSatisfactory1600
February 200680.3Not deficientFairFairSatisfactory1600
February 200491.3Not deficientFairSatisfactorySatisfactory1200
March 200292.3Not deficientSatisfactorySatisfactorySatisfactory1800
April 200092.3Not deficientSatisfactorySatisfactorySatisfactory1200
February 199891.3Not deficientSatisfactorySatisfactorySatisfactory900
February 199293.3Not deficientSatisfactorySatisfactorySatisfactory1000