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FAP 14 over HARRISON CREEK

Map

Coordinates:
+35.18381, -89.93208
35°11'02" N, 89°55'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 over HARRISON CREEK
Structure number:79SR0140025
Location:0.7 M S OF I-40 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:28.5 ft. [8.7 m]
Total length:85.6 ft. [26.1 m]
Roadway width between curbs:73.8 ft. [22.5 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1947
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,630 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:49.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,208,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryFair2563049.2
March 2015FairSatisfactorySatisfactoryFair2708049.2
March 2013FairSatisfactorySatisfactoryFair2429049.2
April 2011FairSatisfactorySatisfactoryFair2733049.2
May 2009FairSatisfactorySatisfactoryFair2661049.2
August 2007FairSatisfactorySatisfactoryFair2417049.2
September 2005FairSatisfactorySatisfactoryFair2970049.2
September 2003FairSatisfactorySatisfactoryFair2800049.2
October 2001FairSatisfactorySatisfactorySatisfactory2877060.2
February 2000FairSatisfactorySatisfactorySatisfactory2878060.2
February 1998FairSatisfactorySatisfactoryFair2421063.2
October 1995FairSatisfactorySatisfactoryFair2236063.3
August 1993FairSatisfactorySatisfactoryFair2417063.3
December 1991FairSatisfactorySatisfactoryFair2641063.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,3681,365300
Deck
Reinforced Concrete Decksq. ft.7,3537,353000
Wearing Surfacessq. ft.6,3276,327000
Substructure
Reinforced Concrete Abutmentlinear ft.184182200
Reinforced Concrete Pileeach2827010
Reinforced Concrete Pier Caplinear ft.174168060
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.171171000