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COUNTY ROAD 59 over BRIDGE CREEK

Map

Coordinates:
+32.51667, -86.50000
32°31'00" N, 86°30'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COUNTY ROAD 59 over BRIDGE CREEK
Structure number:019220
Location:NORTH OF PRATTVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2005
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:7
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:617 [as of 2004]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.8 tons [60.7 metric tons]
Inventory rating:40.0 tons [36.4 metric tons]
Sufficiency rating:94.0
Estimated cost of work:$2,153,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201694.0GoodGoodGoodGoodFO617
January 201494.0GoodGoodGoodGoodFO617
January 201294.0GoodVery GoodVery GoodVery Good-617
January 201094.0GoodVery GoodVery GoodVery Good-617
January 200894.0GoodVery GoodVery GoodVery Good-617
January 200690.0GoodVery GoodVery GoodVery Good-617