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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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:27,080 [as of 2014]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
March 201549.2Functionally obsoleteSatisfactorySatisfactoryFair27080
March 201349.2Functionally obsoleteSatisfactorySatisfactoryFair24290
April 201149.2Functionally obsoleteSatisfactorySatisfactoryFair27330
May 200949.2Functionally obsoleteSatisfactorySatisfactoryFair26610
August 200749.2Functionally obsoleteSatisfactorySatisfactoryFair24170
September 200549.2Functionally obsoleteSatisfactorySatisfactoryFair29700
September 200349.2Functionally obsoleteSatisfactorySatisfactoryFair28000
October 200160.2Functionally obsoleteSatisfactorySatisfactorySatisfactory28770
February 200060.2Functionally obsoleteSatisfactorySatisfactorySatisfactory28780
February 199863.2Not deficientSatisfactorySatisfactoryFair24210
October 199563.3Not deficientSatisfactorySatisfactoryFair22360
August 199363.3Not deficientSatisfactorySatisfactoryFair24170
December 199163.3Not deficientSatisfactorySatisfactoryFair26410