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FAU 2820 over CYPRESS CREEK

Map

Coordinates:
+35.16850, -89.99575
35°10'07" N, 89°59'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2820 over CYPRESS CREEK
Structure number:79L28200001
Location:N. MCLEAN BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,920 [as of 2017]
Truck traffic:5% 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 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]
Sufficiency rating:82.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,553,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory592082.5
April 2015FairSatisfactoryFairSatisfactory592072.3
April 2013FairSatisfactoryFairSatisfactory592072.3
May 2011FairSatisfactoryFairSatisfactory592079.0
June 2009FairSatisfactoryFairSatisfactory592079.0
October 2007FairSatisfactoryFairSatisfactory592079.0
September 2005FairSatisfactoryFairSatisfactory674078.8
October 2003FairFairGoodSatisfactory695088.9
November 2001FairFairSatisfactoryFair362078.4
March 2000FairFairGoodFair1600076.1
June 1998FairFairGoodFair1269076.7
November 1995FairSatisfactorySatisfactorySatisfactory1055090.3
October 1993FairSatisfactorySatisfactorySatisfactory1095090.3
December 1991FairSatisfactorySatisfactorySatisfactory1082090.3