U S 29 MP 52.787 over CONECUH RIVER


+31.39412, -86.47469
31°23'39" N, 86°28'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:U S 29 MP 52.787 over CONECUH RIVER
Structure number:016408
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:72.2 ft. [22.0 m]
Total length:360.9 ft. [110.0 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1998
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: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,820 [as of 2013]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:80.1 tons [72.8 metric tons]
Inventory rating:45.3 tons [41.2 metric tons]
Sufficiency rating:97.1
Estimated cost of work:$4,116,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201597.1GoodVery GoodVery GoodVery Good-4820
August 201397.1GoodVery GoodVery GoodVery Good-4820
August 201197.2GoodVery GoodVery GoodVery Good-4660
August 200997.4GoodVery GoodVery GoodVery Good-4250
August 200797.4GoodExcellentExcellentExcellent-4270
August 200597.3GoodExcellentExcellentExcellent-4390
August 200397.2GoodExcellentExcellentExcellent-4570
August 200197.2GoodExcellentExcellentExcellent-4570
August 199995.0GoodExcellentExcellentExcellent-4580
May 199895.1GoodExcellentExcellentExcellent-4470