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NFA A387 over BEAR CREEK

Map

Coordinates:
+35.13607, -87.85760
35°08'10" N, 87°51'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A387 over BEAR CREEK
Structure number:910A3870001
Location:6.1 MI SW JCT SR13&SR203
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:40 [as of 2018]
Truck traffic:11% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:57.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$137,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Poor4 out of 104057.5
April 2015Poor4 out of 104057.5
May 2013Poor4 out of 104057.5
June 2011Fair5 out of 104073.5
September 2009Fair5 out of 104073.5
October 2007Fair5 out of 104073.5
January 2006Fair5 out of 104073.5
December 2003Fair5 out of 104069.5
February 2002Fair6 out of 104084.5
June 2000Fair6 out of 104084.5
July 1998Fair6 out of 104084.5
August 1996Fair6 out of 1011076.0
September 1994Fair6 out of 1011076.0
December 1992Fair6 out of 1011076.0
June 1991Fair6 out of 1011076.0