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US 80 EBL over OLIVER CREEK

Montgomery County, Alabama

Map

Coordinates:
+32.38223, -86.18665
32°22'56" N, 86°11'12" W

Facts

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

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 2017

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]`
Sufficiency rating:	97.2
Estimated cost of work:	$1,444,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	18520	97.2
May 2015	Good	Good	Good	Good	18520	97.2
May 2013	Good	Good	Good	Good	18520	97.2
May 2011	Good	Good	Good	Very Good	18520	97.2
May 2009	Good	Very Good	Good	Very Good	17575	94.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	6,996	6,996	0	0	0
Reinforced Concrete Top Flange	sq. ft.	2,560	2,560	0	0	0
Substructure
Steel Column	each	35	35	0	0	0
Steel Protective Coating	sq. ft.	105	105	0	0	0
Reinforced Concrete Abutment	linear ft.	128	128	0	0	0
Reinforced Concrete Pier Cap	linear ft.	220	220	0	0	0
Bearings
Elastomeric Bearing	each	52	52	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	165	165	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	160	160	0	0	0

© Copyright 2012-20, 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