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MOULTON ST W over DRY BRANCH

Map

Coordinates:
+34.60404, -86.99132
34°36'15" N, 86°59'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MOULTON ST W over DRY BRANCH
Structure number:012411
Old structure number:0000011852M0130 (from 1992 edition)
Location:JCT MOULTON ST *DRYBRANCH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:123.0 ft. [37.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,077 [as of 2009]
Truck traffic:40% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.2
Estimated cost of work:$1,827,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair5 out of 10707784.2
August 2015Fair5 out of 10707784.2
August 2013Fair5 out of 10707784.2
August 2011Fair6 out of 10707784.4
August 2009Fair6 out of 10707784.4
August 2007Fair6 out of 101636183.4
March 2005Fair6 out of 101636183.4
March 2003Fair6 out of 101435283.6
May 2001Fair6 out of 101411783.6
April 1999Fair6 out of 101357483.7
April 1997Fair6 out of 101190783.9
May 1995Good7 out of 101044584.0
February 1993Good7 out of 10916284.1
February 1991Good7 out of 10916281.7