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SR 28 over HURRICANE CREEK

Map

Coordinates:
+31.70121, -90.76221
31°42'04" N, 90°45'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 28 over HURRICANE CREEK
Structure number:310002803202010
Location:2.3 MI W COPIAH CL
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:750 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:67.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$600,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryFairSatisfactory75067.8
January 2015FairSatisfactoryFairSatisfactory96059.9
January 2013FairSatisfactoryFairSatisfactory91055.8
March 2011FairSatisfactoryFairSatisfactory91055.8
February 2009FairSatisfactoryFairSatisfactory91056.8
February 2007FairSatisfactoryFairSatisfactory98056.2
May 2005FairSatisfactoryFairSatisfactory95056.5
April 2003FairSatisfactoryFairSatisfactory110053.9
April 2001FairSatisfactoryFairSatisfactory110053.9
April 1999FairSatisfactoryFairSatisfactory72064.7
April 1998FairSatisfactoryFairSatisfactory72064.7
April 1997FairSatisfactoryFairSatisfactory72064.7
April 1996FairSatisfactoryFairSatisfactory100058.3
April 1995FairSatisfactoryFairSatisfactory69054.7
March 1994FairSatisfactoryFairSatisfactory60055.6
February 1993FairSatisfactoryFairSatisfactory88048.6
March 1991FairSatisfactoryFairGood141044.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.356035600
Steel Protective Coatingsq. ft.8,8978,8494800
Deck
Reinforced Concrete Decksq. ft.2,5692,569000
Concrete Protective Coatingsq. ft.2,5692,569000
Substructure
Reinforced Concrete Abutmentlinear ft.7777000
Reinforced Concrete Pile Cap/Footinglinear ft.5252000
Steel Pileeach80800
Steel Protective Coatingsq. ft.8287963200
Joints
Pourable Jointlinear ft.5200520
Bearings
Movable Bearingeach1201200
Fixed Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200199010