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FAU 4175 over BRANCH

Map 

Coordinates:
+36.02528, -83.86111
36°01'31" N, 83°51'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4175 over BRANCH
Structure number:470A1220007
Location:LOVES CR RD - NE OF I640
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.2 ft. [3.4 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:4,950 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:94.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201494.3Not deficient---4950
May 201296.5Not deficient---4950
May 201096.5Not deficient---4950
May 200896.5Not deficient---4950
May 200694.5Not deficient---5220
June 200494.5Not deficient---5240
April 200294.5Not deficient---5050
March 200095.2Not deficient---7840
July 199896.5Not deficient---5290
January 199696.6Not deficient---4510
September 199396.7Not deficient---4230
October 199193.7Not deficient---4140