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SR 149 over DABBS CREEK

Map

Coordinates:
+32.00495, -89.93152
32°00'18" N, 89°55'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 149 over DABBS CREEK
Structure number:310014906413170
Location:4.2 MI N SR 13
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.5 ft. [9.9 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:710 [as of 2016]
Truck traffic:5% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:50.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$922,000,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactorySatisfactoryFair71050.8
May 2015FairSatisfactorySatisfactoryFair62050.9
May 2013FairSatisfactorySatisfactoryFair62050.9
May 2011FairSatisfactorySatisfactoryFair75050.8
October 2009FairSatisfactorySatisfactoryFair260048.8
October 2007FairSatisfactorySatisfactoryFair260049.8
August 2005FairSatisfactorySatisfactoryFair330049.4
August 2003FairSatisfactorySatisfactoryFair340049.4
July 2001FairSatisfactorySatisfactoryFair400050.1
July 1999FairSatisfactorySatisfactoryFair250048.4
July 1997FairSatisfactorySatisfactoryFair250048.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.392392000
Deck
Prestressed Concrete Top Flangesq. ft.1,9401,940000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.5656000
Joints
Open Jointlinear ft.9898000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.197192050