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WOODLEY ROAD over DRAINAGE RELIEF

Montgomery County, Alabama

Map

Coordinates:
+32.28280, -86.22190
32°16'58" N, 86°13'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	WOODLEY ROAD over DRAINAGE RELIEF
Structure number:	013283
Old structure number:	0000001551M000A `(from 1992 edition)`
Location:	0.9 MI.S VIG. LP. RD.
Purpose:	Carries highway over relief for waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	170.0 ft. `[51.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	30.5 ft. `[9.3 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1984
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:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	5,000 `[as of 1991]`
Truck traffic:	1% of total traffic
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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Sufficiency rating:	81.0
Estimated cost of work:	$1,404,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	5000	81.0
February 2016	Good	Good	Good	Good	5000	81.0
January 2014	Good	Good	Good	Good	5000	81.0
January 2012	Good	Good	Good	Good	5000	81.0
January 2010	Good	Good	Good	Good	5000	81.0
December 2008	Good	Very Good	Very Good	Very Good	5000	81.0
October 2006	Good	Very Good	Very Good	Very Good	5000	83.0
December 2004	Good	Very Good	Good	Very Good	5000	83.0
November 2002	Good	Very Good	Good	Very Good	5000	83.0
November 2000	Good	Very Good	Very Good	Very Good	5000	83.0
February 1999	Good	Very Good	Very Good	Very Good	5000	83.0
December 1996	Good	Very Good	Very Good	Very Good	5000	83.0
December 1993	Good	Very Good	Very Good	Very Good	5000	83.0
February 1991	Good	Very Good	Very Good	Very Good	5000	83.0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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