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U S 29 MP 52.787 over CONECUH RIVER

Map 

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

Facts 

Name:U S 29 MP 52.787 over CONECUH RIVER
Structure number:016408
Location:4 MI N ANDALUSIA
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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201597.1Not deficientVery GoodVery GoodVery Good4820
August 201397.1Not deficientVery GoodVery GoodVery Good4820
August 201197.2Not deficientVery GoodVery GoodVery Good4660
August 200997.4Not deficientVery GoodVery GoodVery Good4250
August 200797.4Not deficientExcellentExcellentExcellent4270
August 200597.3Not deficientExcellentExcellentExcellent4390
August 200397.2Not deficientExcellentExcellentExcellent4570
August 200197.2Not deficientExcellentExcellentExcellent4570
August 199995.0Not deficientExcellentExcellentExcellent4580
May 199895.1Not deficientExcellentExcellentExcellent4470