FM 37 over WHITE RIVER
Map
Coordinates:
+33.93388, -101.4245733°56'02" N, 101°25'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 37 over WHITE RIVER |
Structure number: | 050780162701002 |
Location: | 3.8 MI W OF US 62 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 430 [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 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 430 | 97.5 |
August 2015 | Good | Good | Good | Good | 430 | 97.5 |
August 2013 | Good | Good | Good | Good | 250 | 99.7 |
August 2011 | Good | Good | Good | Good | 190 | 99.8 |
September 2009 | Good | Good | Very Good | Good | 230 | 99.8 |
September 2007 | Good | Good | Very Good | Good | 280 | 99.7 |
February 2006 | Good | Good | Very Good | Good | 260 | 98.7 |
February 2004 | Good | Good | Good | Good | 260 | 99.7 |
January 2002 | Good | Good | Very Good | Good | 260 | 99.7 |
January 2000 | Good | Good | Very Good | Good | 260 | 99.7 |
September 1995 | Good | Good | Very Good | Good | 320 | 99.7 |
May 1993 | Good | Very Good | Very Good | Very Good | 230 | 99.8 |
May 1991 | Good | Excellent | Excellent | Excellent | 270 | 99.7 |