FM 1745 over RUSSELL CREEK
Map
Coordinates:
+30.95730, -94.5780630°57'26" N, 94°34'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1745 over RUSSELL CREEK |
Structure number: | 202290158401002 |
Location: | 2.60 MI E OF US 287 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 33.8 ft. [10.3 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1981 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2013] |
Truck traffic: | 9% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 560 | 99.5 |
July 2016 | Fair | Good | Good | Satisfactory | 560 | 97.5 |
July 2014 | Fair | Good | Good | Satisfactory | 390 | 97.7 |
July 2012 | Fair | Good | Good | Satisfactory | 390 | 97.7 |
September 2010 | Fair | Good | Good | Satisfactory | 440 | 97.6 |
January 2009 | Fair | Good | Good | Satisfactory | 450 | 85.5 |
May 2007 | Fair | Good | Good | Satisfactory | 410 | 97.6 |
June 2005 | Fair | Good | Good | Satisfactory | 430 | 99.6 |
September 2003 | Fair | Good | Satisfactory | Satisfactory | 430 | 99.8 |
August 2001 | Fair | Good | Satisfactory | Satisfactory | 370 | 99.9 |
September 1999 | Fair | Good | Satisfactory | Satisfactory | 380 | 99.9 |
June 1997 | Good | Good | Good | Good | 390 | 99.9 |
July 1994 | Fair | Good | Good | Satisfactory | 360 | 99.9 |
August 1991 | Fair | Very Good | Very Good | Satisfactory | 350 | 99.9 |