SR 67 over COTACO CREEK
Map
Coordinates:
+34.38667, -86.6633334°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 |