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FAP 3 over BRANCH

Map 

Coordinates:
+35.23639, -90.01333
35°14'11" N, 90°00'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 3 over BRANCH
Structure number:79SR0030033
Location:SR-3 & SR-388 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.1 ft. [4.3 m]
Total length:34.5 ft. [10.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:19,180 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,384,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201527.8Structurally deficient---19180
February 201343.0Structurally deficient---18810
April 201153.2Not deficient---19220
May 200953.2Not deficient---20590
August 200753.2Not deficient---22930
August 200553.2Not deficient---22240
September 200353.2Not deficient---23750
October 200153.2Not deficient---23590
February 200064.2Not deficient---25540
February 199864.2Not deficient---25000
September 199564.3Not deficient---25200
August 199364.3Not deficient---28110
December 199164.3Not deficient---23650