+35.06917, -90.09444
35°04'09" N, 90°05'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:NFA 5450 over CYPRESS CREEK
Structure number:79050920003
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:96.5 ft. [29.4 m]
Total length:281.8 ft. [85.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 2015]
Truck traffic:1% 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 minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:73.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201573.2GoodGoodVery GoodGood-8300
May 201382.4GoodGoodVery GoodGood-1780
June 201182.4GoodGoodVery GoodGood-1780
August 200983.4GoodGoodVery GoodGood-1780
November 200782.4GoodGoodVery GoodGood-1780
November 200582.4GoodGoodVery GoodGood-1780
November 200383.4GoodGoodVery GoodGood-1780
December 200183.1GoodGoodVery GoodGood-2110
April 200082.1GoodVery GoodVery GoodVery Good-2110
June 199882.0GoodVery GoodVery GoodVery Good-2300