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CO. HWY # 36 over BARNES CREEK BRANCH

Map

Coordinates:
+31.11426, -85.74824
31°06'51" N, 85°44'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO. HWY # 36 over BARNES CREEK BRANCH
Structure number:006514
Old structure number:0000000031145Z0 (from 1992 edition)
Location:4 MI NW OF HARTFORD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1959
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:185 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
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:62.7 tons [57.0 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:85.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$392,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201685.9Fair5 out of 10-185
February 201485.9Fair5 out of 10-185
February 201285.9Fair5 out of 10-185
February 201085.9Fair5 out of 10-185
December 200862.4Fair6 out of 10-185
December 200662.4Fair6 out of 10-185
December 200462.4Fair6 out of 10-185
December 200262.4Fair6 out of 10-185
December 200062.4Fair6 out of 10-185
February 199957.3Fair6 out of 10FO185
February 199748.0Fair5 out of 10-185
February 199548.0Fair5 out of 10-185
January 199358.1Fair6 out of 10-185
February 199179.4Fair6 out of 10-185