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FAU 2823 over BRANCH

Map 

Coordinates:
+35.17583, -89.96194
35°10'33" N, 89°57'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2823 over BRANCH
Structure number:79028230005
Location:WARFORD ST.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:7,890 [as of 2016]
Truck traffic:9% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:74.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$446,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201574.8Not deficient---7890
April 201374.8Not deficient---7890
May 201174.8Not deficient---7890
June 200974.8Not deficient---7890
October 200774.8Not deficient---7890
September 200573.9Not deficient---8910
October 200374.3Not deficient---8480
November 200173.8Not deficient---9050
March 200074.4Not deficient---8360
June 199873.3Not deficient---9530
November 199573.7Not deficient---9060
October 199473.3Not deficient---9550