SH 87 over CANEY CREEK
Map
Coordinates:
+30.85015, -93.7657230°51'01" N, 93°45'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 87 over CANEY CREEK |
Structure number: | 201760030406076 |
Location: | 0.15 MI N OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,050 [as of 2013] |
Truck traffic: | 13% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 96.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 3050 | 96.7 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 3050 | 96.7 |
April 2014 | Fair | Satisfactory | Satisfactory | Good | 3000 | 97.7 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 3000 | 90.2 |
May 2012 | Fair | Satisfactory | Satisfactory | Good | 2800 | 90.2 |
August 2010 | Fair | Satisfactory | Satisfactory | Good | 2900 | 90.5 |
October 2008 | Fair | Satisfactory | Satisfactory | Good | 2800 | 90.5 |
March 2007 | Fair | Satisfactory | Good | Good | 3130 | 90.5 |
April 2005 | Fair | Satisfactory | Good | Good | 2800 | 92.5 |
July 2003 | Fair | Satisfactory | Good | Good | 3100 | 91.2 |
July 2001 | Fair | Satisfactory | Good | Good | 3900 | 91.1 |
July 1999 | Fair | Satisfactory | Good | Satisfactory | 3000 | 92.2 |
June 1997 | Fair | Satisfactory | Satisfactory | Good | 2600 | 92.2 |
May 1994 | Fair | Satisfactory | Satisfactory | Good | 2900 | 92.3 |
June 1991 | Fair | Satisfactory | Satisfactory | Good | 2300 | 96.9 |