+35.14167, -89.95778
35°08'30" N, 89°57'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 5263 over CYPRESS CREEK
Structure number:790B6480001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:46.9 ft. [14.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,350 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:79.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$208,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201579.5Not deficientGoodVery GoodGood4350
April 201379.5Not deficientGoodVery GoodGood4350
May 201179.5Not deficientGoodVery GoodGood4350
July 200979.5Not deficientGoodVery GoodGood4350
November 200779.5Not deficientGoodVery GoodGood4350
October 200579.5Not deficientGoodVery GoodGood4350
October 200379.5Not deficientGoodVery GoodGood3950
November 200179.5Not deficientGoodVery GoodGood4620
April 200079.5Not deficientGoodVery GoodGood4360
May 199879.5Not deficientGoodVery GoodGood4200
June 199879.5Not deficientGoodGoodGood4250
December 199579.6Not deficientSatisfactorySatisfactorySatisfactory3950
September 199379.6Not deficientGoodGoodSatisfactory3850
December 199191.7Not deficientGoodGoodSatisfactory1600