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FAP 1 over HARRISON CREEK

Map

Coordinates:
+35.14889, -89.91931
35°08'56" N, 89°55'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:28,370 [as of 2015]
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]
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

DateConditionCulvert ConditionADTSuff. Rating
January 2017Fair5 out of 102837052.0
March 2015Fair5 out of 102839052.0
February 2013Fair5 out of 102525052.0
March 2011Fair5 out of 102499052.0
May 2009Fair5 out of 102339052.0
July 2007Fair5 out of 102245053.0
August 2005Fair5 out of 102512052.0
September 2003Fair5 out of 102705052.0
October 2001Fair5 out of 102573052.0
February 2000Fair5 out of 102545052.0
February 1998Fair5 out of 102763056.0
September 1995Fair5 out of 102616056.0
August 1993Fair5 out of 102577056.0
November 1991Fair5 out of 102574056.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.31228710150
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7472020