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US-17 (SR-15) over FISHWEIR CREEK

Map 

Coordinates:
+30.29333, -81.72028
30°17'36" N, 81°43'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-17 (SR-15) over FISHWEIR CREEK
Structure number:720117
Location:200 FT. N. OF PARK ST.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:8.9 ft. [2.7 m]
Total length:37.1 ft. [11.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1968
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:41,500 [as of 2013]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:79.8 tons [72.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:77.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201477.9Not deficient---41500
April 201278.3Not deficient---39500
April 201077.8Not deficient---42000
April 200878.0Not deficient---41000
April 200677.3Not deficient---45000
April 200477.5Not deficient---44000
May 200276.7Not deficient---42500
May 200076.4Not deficient---44500
May 199876.1Not deficient---46500
June 199673.6Not deficient---49000
May 199475.7Not deficient---40275
May 199276.8Not deficient---34170
May 199075.9Not deficient---38930