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FAP 14 over CYPRESS CREEK

Map

Coordinates:
+35.03556, -90.07250
35°02'08" N, 90°04'21" W

Facts

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

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,350 [as of 2015]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201781.0FairSatisfactorySatisfactorySatisfactory-18350
March 201581.0FairSatisfactorySatisfactorySatisfactory-17230
March 201381.0FairSatisfactorySatisfactorySatisfactory-19180
April 201181.0FairSatisfactorySatisfactorySatisfactory-20400
May 200981.0FairSatisfactorySatisfactorySatisfactory-22690
August 200781.0FairSatisfactorySatisfactorySatisfactory-28360
September 200581.0FairSatisfactorySatisfactorySatisfactory-27090
September 200381.0FairSatisfactorySatisfactorySatisfactory-27840
October 200182.0FairSatisfactorySatisfactorySatisfactory-28330
February 200082.0FairSatisfactorySatisfactorySatisfactory-31790
February 199881.0FairSatisfactorySatisfactorySatisfactory-27710
October 199581.0FairSatisfactorySatisfactorySatisfactory-26050
August 199381.0FairSatisfactorySatisfactorySatisfactory-17760
December 199163.0FairSatisfactorySatisfactorySatisfactoryFO14750

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.861861000
Reinforced Concrete Girder/Beamlinear ft.554551300
Deck
Reinforced Concrete Decksq. ft.61,50161,00150000
Substructure
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pileeach6060000
Reinforced Concrete Pier Caplinear ft.200200000
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Other Material Bridge Raillinear ft.123123000