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CALHOUN STREET over PIMPLE CREEK

Map

Coordinates:
+30.12639, -83.58417
30°07'35" N, 83°35'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CALHOUN STREET over PIMPLE CREEK
Structure number:385030
Location:0.2 MI SOUTH OF ASH ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:10.8 ft. [3.3 m]
Total length:31.8 ft. [9.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:301 [as of 2016]
Truck traffic:8% 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 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]
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:47.0 tons [42.7 metric tons]
Inventory rating:28.3 tons [25.7 metric tons]
Sufficiency rating:93.3

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201693.3Fair6 out of 10-301
January 201493.3Fair6 out of 10-301
January 201293.4Fair6 out of 10-301
January 201093.4Fair6 out of 10-301
January 200893.3Fair6 out of 10-301
January 200693.3Fair6 out of 10-301
January 200493.3Fair6 out of 10-301
January 200293.3Fair6 out of 10-301
January 200093.3Fair6 out of 10-301
January 199893.8Fair6 out of 10-301
January 199692.7Fair6 out of 10-301
January 199490.7Fair6 out of 10-301
January 199293.7Fair6 out of 10-301