FAU 2883 over BRANCH


+35.06922, -89.96564
35°04'09" N, 89°57'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2883 over BRANCH
Structure number:79028830001
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
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 [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,980 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Sufficiency rating:70.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactoryFair1998070.0
April 2015FairSatisfactorySatisfactoryFair1998070.0
April 2013FairSatisfactorySatisfactoryFair1998070.0
May 2011FairSatisfactoryGoodFair1998070.0
June 2009FairSatisfactoryGoodFair1998070.0
November 2007FairSatisfactoryGoodFair1998070.0
October 2005FairSatisfactoryGoodFair2183070.0
October 2003FairSatisfactoryGoodFair1937070.0
November 2001FairSatisfactoryGoodFair2026070.0
March 2000FairSatisfactoryGoodFair2199070.0
June 1998GoodGoodGoodGood2504081.0
May 1998FairSatisfactoryGoodFair2398070.0
December 1995FairSatisfactorySatisfactoryFair2468070.0
October 1993FairSatisfactorySatisfactoryFair2385070.0
December 1991FairSatisfactorySatisfactoryFair2426070.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,8481,848000
Reinforced Concrete Decksq. ft.7,5467,546000
Wearing Surfacessq. ft.7,5467,546000
Reinforced Concrete Columneach4040000
Reinforced Concrete Abutmentlinear ft.160160000
Reinforced Concrete Pier Caplinear ft.154154000
Bridge Rail
Other Material Bridge Raillinear ft.196196000