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FAP 14 over CYPRESS CREEK

Map 

Coordinates:
+35.03556, -90.07250
35°02'08" N, 90°04'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 14 over CYPRESS CREEK
Structure number:79SR0140003
Location:1.2 M N OF SR175
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.3 ft. [6.2 m]
Total length:61.4 ft. [18.7 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1989
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:17,230 [as of 2014]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201581.0Not deficientSatisfactorySatisfactorySatisfactory17230
March 201381.0Not deficientSatisfactorySatisfactorySatisfactory19180
April 201181.0Not deficientSatisfactorySatisfactorySatisfactory20400
May 200981.0Not deficientSatisfactorySatisfactorySatisfactory22690
August 200781.0Not deficientSatisfactorySatisfactorySatisfactory28360
September 200581.0Not deficientSatisfactorySatisfactorySatisfactory27090
September 200381.0Not deficientSatisfactorySatisfactorySatisfactory27840
October 200182.0Not deficientSatisfactorySatisfactorySatisfactory28330
February 200082.0Not deficientSatisfactorySatisfactorySatisfactory31790
February 199881.0Not deficientSatisfactorySatisfactorySatisfactory27710
October 199581.0Not deficientSatisfactorySatisfactorySatisfactory26050
August 199381.0Not deficientSatisfactorySatisfactorySatisfactory17760
December 199163.0Functionally obsoleteSatisfactorySatisfactorySatisfactory14750