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


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.
Reinforced Concrete Girder/Beamlinear ft.392392000
Prestressed Concrete Top Flangesq. ft.1,9401,940000
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.5656000
Open Jointlinear ft.9898000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.197192050