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NFA 914 (SA 9110) over LITTLE BEECH CREEK

Map

Coordinates:
+35.43944, -87.89667
35°26'22" N, 87°53'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 914 (SA 9110) over LITTLE BEECH CREEK
Structure number:91S62260005
Location:5.0 MI NE JCT SR128&SR228
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1953
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:190 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:51.5 tons [46.8 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:66.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$293,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201566.3FairFairFairFair-190
July 201366.3FairFairFairFair-190
September 201166.3FairFairFairFair-190
December 200969.4FairFairFairFair-190
January 200881.4FairSatisfactorySatisfactorySatisfactory-190
February 200681.4FairSatisfactorySatisfactorySatisfactory-210
February 200479.4FairSatisfactorySatisfactorySatisfactory-200
March 200279.4FairSatisfactorySatisfactorySatisfactory-200
August 200081.4FairSatisfactorySatisfactorySatisfactory-160
September 199897.0FairSatisfactorySatisfactorySatisfactory-100
September 199696.0FairSatisfactorySatisfactorySatisfactory-100
October 199496.0FairSatisfactorySatisfactorySatisfactory-100
January 199396.0FairSatisfactorySatisfactorySatisfactory-100
June 199131.8PoorCriticalCriticalCriticalSD100