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FAP 14 over HARRISON CREEK

Map

Coordinates:
+35.18361, -89.93194
35°11'01" N, 89°55'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201749.2FairSatisfactorySatisfactoryFairFO25630
March 201549.2FairSatisfactorySatisfactoryFairFO27080
March 201349.2FairSatisfactorySatisfactoryFairFO24290
April 201149.2FairSatisfactorySatisfactoryFairFO27330
May 200949.2FairSatisfactorySatisfactoryFairFO26610
August 200749.2FairSatisfactorySatisfactoryFairFO24170
September 200549.2FairSatisfactorySatisfactoryFairFO29700
September 200349.2FairSatisfactorySatisfactoryFairFO28000
October 200160.2FairSatisfactorySatisfactorySatisfactoryFO28770
February 200060.2FairSatisfactorySatisfactorySatisfactoryFO28780
February 199863.2FairSatisfactorySatisfactoryFair-24210
October 199563.3FairSatisfactorySatisfactoryFair-22360
August 199363.3FairSatisfactorySatisfactoryFair-24170
December 199163.3FairSatisfactorySatisfactoryFair-26410