Share:

FAS 175 over HORN LAKE CREEK

Map

Coordinates:
+34.99811, -90.09636
34°59'53" N, 90°05'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 175 over HORN LAKE CREEK
Structure number:79SR0142001
Location:1 M S OF SR14
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:501.3 ft. [152.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,650 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:92.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryGoodGood365092.7
June 2015FairSatisfactoryGoodVery Good365092.7
May 2013FairSatisfactoryGoodVery Good353092.9
July 2011FairSatisfactoryGoodVery Good349093.0
July 2009FairSatisfactoryGoodVery Good368092.7
July 2007GoodVery GoodVery GoodVery Good375092.6
July 2005GoodVery GoodVery GoodVery Good318093.4
July 2003PoorFairFairPoor348030.5
August 2001PoorFairFairPoor379030.5
October 1999PoorFairFairPoor395030.5
March 1998PoorFairFairPoor369030.5
October 1995PoorGoodSatisfactoryPoor358037.6
September 1993PoorGoodSatisfactoryPoor216039.5
December 1991PoorSatisfactorySatisfactoryPoor279031.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.50,15050,150000
Deck
Reinforced Concrete Decksq. ft.39,11739,117000
Substructure
Steel Columneach5252000
Reinforced Concrete Abutmentlinear ft.156156000
Reinforced Concrete Pier Caplinear ft.304304000
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Other Material Bridge Raillinear ft.1,0031,003000