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CHERRY AVE. over I-22

Jefferson County, Alabama

Map

Coordinates:
+33.59417, -86.90861
33°35'39" N, 86°54'31" W

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

Facts

Name:	CHERRY AVE. over I-22
Structure number:	017879
Location:	CHERRY AVE OVER I-22
Purpose:	Carries highway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	400.0 ft. `[121.9 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	56.8 ft. `[17.3 m]`
Vertical clearance below bridge:	17.1 ft. `[5.2 m]`
Skew angle:	23°
Owner:	State Highway Agency `[01]`
Year built:	2002
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:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[as of 2015]`
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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	65.9 tons `[59.9 metric tons]`
Inventory rating:	39.4 tons `[35.8 metric tons]`
Sufficiency rating:	99.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$5,585,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	99.6	Good	Good	Good	Good	-	1000
April 2013	99.6	Good	Good	Good	Good	-	1000
April 2011	99.6	Good	Good	Good	Good	-	1000
April 2009	99.6	Good	Good	Very Good	Good	-	1000
May 2007	99.6	Good	Good	Very Good	Good	-	1000
May 2005	99.6	Good	Very Good	Very Good	Very Good	-	1000

© 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/1015443