SR 145 over CREEK


+34.53249, -88.63244
34°31'57" N, 88°37'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 145 over CREEK
Structure number:210004505924520
Location:1.6 MI N LEE CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2017]
Truck traffic:11% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:53.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$360,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactorySatisfactoryFair400053.9
February 2016FairSatisfactorySatisfactoryFair370053.9
February 2014FairSatisfactorySatisfactoryFair360054.3
February 2012FairSatisfactorySatisfactoryFair400053.9
June 2010FairSatisfactorySatisfactorySatisfactory750064.9
November 2008FairSatisfactorySatisfactorySatisfactory770064.9
January 2007FairSatisfactorySatisfactorySatisfactory760062.9
December 2004FairSatisfactorySatisfactorySatisfactory750062.9
January 2003FairSatisfactorySatisfactorySatisfactory760062.9
December 2000FairSatisfactorySatisfactorySatisfactory100076.6
January 1999FairSatisfactorySatisfactorySatisfactory100076.6
January 1997FairSatisfactorySatisfactorySatisfactory100061.8
October 1995FairSatisfactorySatisfactorySatisfactory1283048.9
February 1995FairSatisfactorySatisfactorySatisfactory1283048.9
February 1993FairSatisfactorySatisfactorySatisfactory1283048.9
March 1991FairSatisfactorySatisfactorySatisfactory1283048.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.120116400
Reinforced Concrete Top Flangesq. ft.795794100
Wearing Surfacessq. ft.72654790890
Reinforced Concrete Abutmentlinear ft.5651500
Movable Bearingeach40400
Steel Protective Coatingsq. ft.40004
Fixed Bearingeach40400
Steel Protective Coatingsq. ft.40004
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6050820