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FAS 15 over HARRINGTON CREEK

Map 

Coordinates:
+35.20417, -89.86583
35°12'15" N, 89°51'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 15 over HARRINGTON CREEK
Structure number:79002040007
Location:1.6 MI E OF SR204 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1976
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:34,420 [as of 2015]
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 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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:56.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$484,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
February 201756.0Fair5 out of 10-34420
March 201543.0Poor4 out of 10SD30260
March 201368.5Fair6 out of 10-29600
April 201167.7Fair6 out of 10-31490
May 200969.2Fair6 out of 10-28210
August 200767.0Fair6 out of 10-33680
September 200567.0Fair6 out of 10-36660
September 200370.5Fair6 out of 10-25360
October 200167.0Fair6 out of 10-32880
February 200067.0Fair6 out of 10-33820
February 199868.0Fair6 out of 10-30850
October 199568.9Fair6 out of 10-28850
September 199369.1Fair6 out of 10-28350
December 199169.8Fair6 out of 10-26850