+32.70464, -89.86783
32°42'17" N, 89°52'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 43 over DOAKS CREEK
Structure number:310004304520390
Location:11.0 MI N SR 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:84.0 tons [76.4 metric tons]
Inventory rating:56.0 tons [50.9 metric tons]
Sufficiency rating:75.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$807,000,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201675.3GoodVery GoodVery GoodVery GoodFO2500
May 201479.3GoodVery GoodVery GoodVery Good-1500
May 201275.3GoodVery GoodVery GoodVery GoodFO2500
April 201075.5GoodVery GoodVery GoodVery GoodFO2400
March 200875.5GoodVery GoodVery GoodVery GoodFO2400
May 200676.5GoodVery GoodVery GoodVery GoodFO2400
May 200479.9GoodVery GoodVery GoodVery Good-1700
May 200280.5GoodVery GoodVery GoodVery Good-1400
May 200080.4GoodVery GoodVery GoodVery Good-1400
June 199880.4GoodVery GoodVery GoodVery Good-1400
June 199680.4GoodVery GoodVery GoodVery Good-1400
July 199480.7GoodVery GoodVery GoodVery Good-1300
November 199281.0GoodVery GoodVery GoodVery Good-1120
November 199080.9GoodVery GoodVery GoodVery Good-1180