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ELM STREET over PIMPLE CREEK

Map

Coordinates:
+30.12944, -83.57917
30°07'46" N, 83°34'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELM STREET over PIMPLE CREEK
Structure number:385020
Location:0.4 MI EAST OF US 221
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.5 ft. [3.5 m]
Total length:33.1 ft. [10.1 m]
Skew angle:20°
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:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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: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:50.1 tons [45.5 metric tons]
Inventory rating:30.0 tons [27.3 metric tons]
Sufficiency rating:84.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201684.2Fair5 out of 10-301
January 201484.2Fair5 out of 10-301
January 201284.2Fair5 out of 10-301
January 201084.3Fair5 out of 10-301
January 200884.2Fair5 out of 10-301
January 200695.2Fair6 out of 10-301
January 200495.2Fair6 out of 10-301
January 200295.2Fair6 out of 10-301
January 200095.2Fair6 out of 10-301
January 199894.9Fair6 out of 10-301
January 199694.9Fair6 out of 10-301
January 199492.9Fair6 out of 10-301
January 199295.9Fair6 out of 10-301