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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: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,890 [as of 2015]
Truck traffic:10% 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 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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:45.7
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. RatingConditionCulvert ConditionSD/FOADT
February 201745.7Fair5 out of 10-17890
March 201527.8Poor4 out of 10SD19180
February 201343.0Poor4 out of 10SD18810
April 201153.2Fair5 out of 10-19220
May 200953.2Fair5 out of 10-20590
August 200753.2Fair5 out of 10-22930
August 200553.2Fair5 out of 10-22240
September 200353.2Fair5 out of 10-23750
October 200153.2Fair5 out of 10-23590
February 200064.2Fair6 out of 10-25540
February 199864.2Fair6 out of 10-25000
September 199564.3Fair6 out of 10-25200
August 199364.3Fair6 out of 10-28110
December 199164.3Fair6 out of 10-23650