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FAU 2178 over HOWARD CREEK

Map 

Coordinates:
+35.25861, -89.86444
35°15'31" N, 89°51'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2178 over HOWARD CREEK
Structure number:790A1860005
Location:OLD BROWNSVILLE HWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:7,590 [as of 2016]
Truck traffic:2% 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 desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:39.2 tons [35.6 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:79.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201579.8Not deficient---7590
May 201390.6Not deficient---7590
June 201190.6Not deficient---7590
July 200990.6Not deficient---7590
November 200790.6Not deficient---7590
October 200591.4Not deficient---6660
November 200391.3Not deficient---6820
December 200193.1Not deficient---5820
March 200094.2Not deficient---4530
June 199896.0Not deficient---4690
November 199594.7Not deficient---2810
September 199396.1Not deficient---1150
December 199196.9Not deficient---100