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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

Good/Fair/Poor Condition:Fair
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. RatingConditionCulvert ConditionSD/FOADT
May 201579.8Fair6 out of 10-7590
May 201390.6Fair6 out of 10-7590
June 201190.6Fair6 out of 10-7590
July 200990.6Fair6 out of 10-7590
November 200790.6Fair6 out of 10-7590
October 200591.4Fair6 out of 10-6660
November 200391.3Fair6 out of 10-6820
December 200193.1Fair6 out of 10-5820
March 200094.2Fair6 out of 10-4530
June 199896.0Fair6 out of 10-4690
November 199594.7Good7 out of 10-2810
September 199396.1Good7 out of 10-1150
December 199196.9Good7 out of 10-100