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FORREST HILL DR. over THREE MILE BRANCH

Map 

Coordinates:
+32.36667, -86.25000
32°22'00" N, 86°15'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FORREST HILL DR. over THREE MILE BRANCH
Structure number:004321
Old structure number:0000001751M0060 (from 1992 edition)
Location:5.7 MI N OF S CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:4
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1992]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:60.1 tons [54.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.9
Estimated cost of work:$858,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201499.9Not deficient---1200
June 201297.8Not deficient---1200
June 201078.4Not deficient---1200
June 200878.4Not deficient---1200
June 200678.4Not deficient---1200
June 200478.4Not deficient---1200
August 200278.4Not deficient---1200
May 200078.4Not deficient---1200
May 199878.5Not deficient---1200
May 199678.3Not deficient---1200
September 199478.3Not deficient---1200
October 199278.3Not deficient---1200
August 199085.4Not deficient---1200