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FARROW ROAD over INDIAN CREEK

Map

Coordinates:
+34.70000, -86.70000
34°42'00" N, 86°42'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FARROW ROAD over INDIAN CREEK
Structure number:019119
Location:0.10 MI EAST SLAUGHTER RD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:89.6 ft. [27.3 m]
Total length:178.8 ft. [54.5 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:54.3 tons [49.4 metric tons]
Sufficiency rating:75.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,760,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201575.5GoodVery GoodVery GoodVery GoodFO6800
May 201378.5GoodVery GoodVery GoodVery GoodFO6800
May 201178.5GoodVery GoodVery GoodVery Good-6800
May 200986.9GoodVery GoodVery GoodVery Good-1000
May 200786.9GoodVery GoodVery GoodVery Good-1000
May 200586.9GoodVery GoodVery GoodVery Good-1000