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CO.RD.20 over MORTAR CREEK

Map

Coordinates:
+32.56876, -86.51200
32°34'08" N, 86°30'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CO.RD.20 over MORTAR CREEK
Structure number:013294
Old structure number:0000002001010X0 (from 1992 edition)
Location:1/2 MI W OF I-65
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:54.1 ft. [16.5 m]
Owner:County Highway Agency [02]
Year built:1984
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:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:338 [as of 2004]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:26.2 tons [23.8 metric tons]
Sufficiency rating:88.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$475,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201688.6Good7 out of 10-338
December 201488.6Good7 out of 10-338
December 201276.3Good7 out of 10-338
December 201076.3Good7 out of 10-338
December 200876.3Good7 out of 10-338
December 200676.4Good7 out of 10-225
December 200472.3Good7 out of 10SD225
September 200272.3Good7 out of 10SD225
December 200072.3Good7 out of 10SD225
November 199872.5Good7 out of 10SD225
December 199676.3Good7 out of 10-225
February 199576.4Good7 out of 10-225
September 199276.4Good7 out of 10-225
October 199074.6Good7 out of 10-225