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US 80 EBL over OLIVER CREEK

Montgomery County, Alabama

Map

Coordinates:
+32.38222, -86.18639
32°22'56" N, 86°11'11" W

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

Facts

Name:	US 80 EBL over OLIVER CREEK
Structure number:	019918
Location:	1.4 MI.E. OF BYPASS
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	80.1 ft. `[24.4 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	58.1 ft. `[17.7 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2009
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:	2
Main spans material:	Concrete `[1]`
Main spans design:	Channel beam `[22]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	18,520 `[as of 2009]`
Truck traffic:	6% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	77.8 tons `[70.7 metric tons]`
Inventory rating:	46.6 tons `[42.4 metric tons]`
Sufficiency rating:	97.2
Estimated cost of work:	$1,448,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2015	97.2	Good	Good	Good	Good	-	18520
May 2013	97.2	Good	Good	Good	Good	-	18520
May 2011	97.2	Good	Good	Good	Very Good	-	18520
May 2009	94.3	Good	Very Good	Good	Very Good	-	17575

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1016915