Share:

SR 35 over CONEHOMA CREEK

Map

Coordinates:
+33.00594, -89.56571
33°00'21" N, 89°33'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 35 over CONEHOMA CREEK
Structure number:310003500415310
Location:2.3 MI S NATCHEZ TRACE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:51.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$999,999,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryGood450051.1
July 2015FairSatisfactorySatisfactoryGood390051.1
June 2013FairSatisfactorySatisfactoryGood450051.1
June 2011FairSatisfactorySatisfactoryGood390051.0
June 2009FairSatisfactorySatisfactoryGood400051.0
June 2007FairSatisfactorySatisfactoryGood400051.0
June 2005FairSatisfactorySatisfactoryGood460053.0
June 2004FairSatisfactorySatisfactoryGood430053.0
October 2002FairSatisfactorySatisfactoryFair460043.1
June 2001FairSatisfactorySatisfactoryFair460034.0
June 2000FairSatisfactorySatisfactoryFair310043.5
June 1999FairSatisfactorySatisfactoryFair310043.5
June 1998FairSatisfactorySatisfactoryFair310043.5
June 1997FairSatisfactorySatisfactoryFair310043.5
June 1996FairSatisfactorySatisfactoryFair310043.5
June 1995FairSatisfactorySatisfactoryFair227037.2
June 1994FairSatisfactorySatisfactoryFair227037.2
May 1993FairSatisfactorySatisfactoryFair227037.2
June 1989FairSatisfactorySatisfactoryFair227041.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4800114681
Steel Protective Coatingsq. ft.2,725002,7205
Deck
Reinforced Concrete Decksq. ft.3,1803,015124410
Wearing Surfacessq. ft.2,8801,7281,15200
Substructure
Reinforced Concrete Abutmentlinear ft.74264530
Steel Pileeach3224080
Steel Protective Coatingsq. ft.1,1341,0540080
Timber Pileeach50500
Steel Pier Caplinear ft.162162000
Steel Protective Coatingsq. ft.860860000
Reinforced Concrete Pier Caplinear ft.4848000
Joints
Pourable Jointlinear ft.106000106
Bearings
Elastomeric Bearingeach1601600
Movable Bearingeach40040
Steel Protective Coatingsq. ft.40004
Fixed Bearingeach2800280
Steel Protective Coatingsq. ft.2800028
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.240231630