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SR 67 over COTACO CREEK

Morgan County, Alabama

Map

Coordinates:
+34.38667, -86.66333
34°23'12" N, 86°39'48" W

Facts

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

Name:	SR 67 over COTACO CREEK
Structure number:	004410
Location:	8.3 MI N JCT SR67 * SR69
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	304.1 ft. `[92.7 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	29.5 ft. `[9.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1952
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	8
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,120 `[as of 2017]`
Truck traffic:	25% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	66.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,237,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Fair	Satisfactory	Satisfactory	3120	66.3
March 2015	Fair	Fair	Satisfactory	Fair	3120	55.1
March 2013	Fair	Fair	Satisfactory	Fair	3120	55.1
July 2011	Fair	Fair	Satisfactory	Fair	3490	56.5
July 2009	Fair	Fair	Satisfactory	Fair	3810	55.9
July 2007	Fair	Fair	Satisfactory	Fair	3710	56.0
July 2005	Fair	Fair	Satisfactory	Fair	3430	56.6
July 2003	Fair	Fair	Satisfactory	Satisfactory	3440	68.7
February 2002	Fair	Fair	Satisfactory	Satisfactory	3440	68.7
December 1999	Fair	Fair	Satisfactory	Satisfactory	4410	66.1
December 1997	Fair	Fair	Satisfactory	Satisfactory	4410	66.1
December 1995	Fair	Fair	Satisfactory	Satisfactory	3480	67.3
December 1993	Fair	Satisfactory	Satisfactory	Satisfactory	3160	68.9
February 1992	Fair	Satisfactory	Satisfactory	Satisfactory	3100	50.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	1,216	1,069	142	5	0
Deck
Reinforced Concrete Top Flange	sq. ft.	8,971	8,492	182	283	14
Wearing Surfaces	sq. ft.	7,298	6,879	122	88	209
Substructure
Reinforced Concrete Abutment	linear ft.	91	83	0	8	0
Steel Pile	each	28	0	19	9	0
Steel Protective Coating	sq. ft.	500	0	0	200	300
Reinforced Concrete Pier Cap	linear ft.	168	156	5	7	0
Joints
Open Joint	linear ft.	266	0	0	0	266
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	608	525	22	58	3

© 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/1004091