Share:

COUNTY RD 82 over NO NAME BRANCH

Map 

Coordinates:
+31.40942, -86.48966
31°24'34" N, 86°29'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COUNTY RD 82 over NO NAME BRANCH
Structure number:008050
Old structure number:0000008220041X0 (from 1992 edition)
Location:1/2 MI WEST OF GANTT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:County Highway Agency [02]
Year built:1963
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:730 [as of 1994]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:97.8 tons [88.9 metric tons]
Inventory rating:64.0 tons [58.2 metric tons]
Sufficiency rating:99.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$223,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201699.8Not deficient---730
February 201499.8Not deficient---730
February 201299.8Not deficient---730
February 201099.8Not deficient---730
February 200878.3Not deficient---730
February 200675.3Not deficient---730
February 200475.3Not deficient---730
February 200275.3Not deficient---730
February 200075.4Not deficient---730
February 199875.4Not deficient---730
September 199675.3Not deficient---730
September 199475.2Not deficient---730
February 199375.2Not deficient---730
February 199182.3Not deficient---730