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FAP 1 over HARRISON CREEK

Map 

Coordinates:
+35.14889, -89.91917
35°08'56" N, 89°55'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 1 over HARRISON CREEK
Structure number:79SR0010013
Location:3.5 MI E OF SR-57 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:11.2 ft. [3.4 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:72.2 ft. [22.0 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:28,390 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:52.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$247,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201552.0Functionally obsolete---28390
February 201352.0Functionally obsolete---25250
March 201152.0Functionally obsolete---24990
May 200952.0Functionally obsolete---23390
July 200753.0Functionally obsolete---22450
August 200552.0Functionally obsolete---25120
September 200352.0Functionally obsolete---27050
October 200152.0Functionally obsolete---25730
February 200052.0Functionally obsolete---25450
February 199856.0Not deficient---27630
September 199556.0Not deficient---26160
August 199356.0Not deficient---25770
November 199156.0Not deficient---25740