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US 31 over CANEY CREEK

Map 

Coordinates:
+32.27722, -86.37528
32°16'38" N, 86°22'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 31 over CANEY CREEK
Structure number:017417
Location:0.5 MI NORTH OF IN 65
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.4 ft. [12.0 m]
Total length:275.6 ft. [84.0 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Owner:State Highway Agency [01]
Year built:2003
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:Concrete [1]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:14,270 [as of 2013]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:57.8 tons [52.5 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:90.3
Estimated cost of work:$6,009,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201590.3Not deficientGoodVery GoodVery Good14270
October 201390.3Not deficientGoodVery GoodVery Good14270
October 201192.9Not deficientGoodVery GoodVery Good10440
November 200993.0Not deficientGoodVery GoodVery Good10140
October 200792.4Not deficientVery GoodVery GoodVery Good11070
November 200595.0Not deficientVery GoodVery GoodVery Good7240
January 200495.6Not deficientVery GoodVery GoodVery Good6280