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NORTH PLYMOUTH RD over BRANCH

Map 

Coordinates:
+34.76783, -86.57564
34°46'04" N, 86°34'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORTH PLYMOUTH RD over BRANCH
Structure number:012617
Old structure number:0000017945M0020 (from 1992 edition)
Location:305 N PLYMOUTH RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:6,400 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:94.7
Estimated cost of work:$608,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.7Not deficient---6400
August 201294.7Not deficient---6400
August 201094.7Not deficient---6400
August 200895.3Not deficient---480
October 200696.0Not deficient---480
October 200496.0Not deficient---480
November 200296.0Not deficient---480
December 200096.0Not deficient---480
November 199896.0Not deficient---475
December 199696.0Not deficient---450
December 199496.0Not deficient---440
February 199397.0Not deficient---390
January 199197.0Not deficient---290