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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:30,260 [as of 2014]
Truck traffic:2% 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 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]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$484,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201543.0Structurally deficient---30260
March 201368.5Not deficient---29600
April 201167.7Not deficient---31490
May 200969.2Not deficient---28210
August 200767.0Not deficient---33680
September 200567.0Not deficient---36660
September 200370.5Not deficient---25360
October 200167.0Not deficient---32880
February 200067.0Not deficient---33820
February 199868.0Not deficient---30850
October 199568.9Not deficient---28850
September 199369.1Not deficient---28350
December 199169.8Not deficient---26850