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US 80 over BRANCH

Map 

Coordinates:
+32.29192, -86.46428
32°17'31" N, 86°27'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 over BRANCH
Structure number:007199
Old structure number:000000085100130 (from 1992 edition)
Location:4.6 MI.W.OF DANELLY FIELD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:1961
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:12,590 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:82.4 tons [74.9 metric tons]
Inventory rating:49.4 tons [44.9 metric tons]
Sufficiency rating:70.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,221,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201670.1Not deficient---12590
February 201470.1Not deficient---12590
February 201269.0Not deficient---14800
February 201069.0Not deficient---15100
January 200848.5Not deficient---16000
January 200648.5Not deficient---14170
December 200348.5Not deficient---14400
December 200148.5Not deficient---14400
January 200048.7Not deficient---12060
March 199848.7Not deficient---12040
March 199648.5Not deficient---10790
February 199448.5Not deficient---9530
January 199248.5Not deficient---9390