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SR1805 over ABEE CREEK

Map 

Coordinates:
+35.67860, -81.49473
35°40'43" N, 81°29'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR1805 over ABEE CREEK
Structure number:000000000230355
Location:0.05 MI.E.JCT.SR1786
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:27.9 ft. [8.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1960
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:490 [as of 2000]
Truck traffic:6% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
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:88.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201588.8Not deficient---490
September 201388.8Not deficient---490
September 201188.8Not deficient---490
September 200999.9Not deficient---490
September 200799.9Not deficient---490
November 200599.9Not deficient---490
September 200399.9Not deficient---490
January 200299.9Not deficient---490
January 200099.9Not deficient---490
May 1990100.0Not deficient---150