RE 255 over INDIAN CREEK
Map
Coordinates:
+31.13699, -93.6180531°08'13" N, 93°37'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RE 255 over INDIAN CREEK |
Structure number: | 201760319703001 |
Location: | 7.50 MI E OF SH 87 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 212.0 ft. [64.6 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | 7 |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2013] |
Truck traffic: | 11% 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: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 520 | 97.6 |
April 2016 | Good | Good | Good | Good | 520 | 97.6 |
April 2014 | Good | Good | Good | Good | 520 | 97.6 |
June 2012 | Good | Good | Good | Good | 520 | 97.6 |
August 2010 | Good | Good | Good | Good | 480 | 97.6 |
October 2008 | Good | Good | Good | Good | 800 | 97.4 |
March 2007 | Good | Good | Good | Good | 800 | 97.4 |
April 2005 | Good | Good | Good | Good | 530 | 99.6 |
July 2003 | Good | Good | Good | Good | 530 | 99.0 |
July 2001 | Good | Good | Good | Good | 530 | 99.0 |
August 1999 | Good | Good | Good | Good | 500 | 99.1 |
June 1997 | Good | Very Good | Very Good | Very Good | 850 | 98.4 |
June 1994 | Good | Very Good | Good | Very Good | 590 | 98.9 |
June 1991 | Good | Very Good | Good | Very Good | 320 | 99.4 |