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NORMANDALE over BRANCH

Map 

Coordinates:
+34.76713, -86.57953
34°46'02" N, 86°34'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NORMANDALE over BRANCH
Structure number:007799
Old structure number:0000017745M0010 (from 1992 edition)
Location:3208 NORMANDALE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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:750 [as of 2013]
Truck traffic:1% of total traffic
Structural 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: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: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]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:80.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$604,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201480.8Not deficient---750
August 201280.8Not deficient---750
August 201049.4Structurally deficient---750
August 200849.4Structurally deficient---750
October 200649.4Structurally deficient---750
October 200449.4Structurally deficient---750
November 200249.2Structurally deficient---1530
December 200059.3Functionally obsolete---1530
November 199859.3Structurally deficient---1530
January 199759.1Structurally deficient---1525
December 199459.1Structurally deficient---1500
February 199360.2Structurally deficient---1400
January 199167.3Structurally deficient---1300