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WEST CLINTON AVE over BROGLAN BRANCH

Map 

Coordinates:
+34.71667, -86.60000
34°43'00" N, 86°35'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST CLINTON AVE over BROGLAN BRANCH
Structure number:020104
Location:.5 MILE NORTH GOV. DRIVE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:42.7 ft. [13.0 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:16°
Owner:City or Municipal Highway Agency [04]
Year built:2009
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:Concrete [1]
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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:7,700 [as of 2013]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:98.3
Estimated cost of work:$1,844,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201598.3Not deficientVery GoodExcellentExcellent7700
June 201398.3Not deficientVery GoodExcellentExcellent7700
June 201198.3Not deficientVery GoodExcellentExcellent7700
June 200998.3Not deficientExcellentExcellentExcellent7700