SH 208 over SALT FORK BRAZOS RIVER
Map
Coordinates:
+33.20711, -100.7464433°12'26" N, 100°44'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 208 over SALT FORK BRAZOS RIVER |
Structure number: | 081320201102005 |
Location: | 2.95 MI N OF US 380 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 480.0 ft. [146.3 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1955 |
Year reconstructed: | 2004 |
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: | 16 |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2013] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 78.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Fair | Satisfactory | 200 | 78.5 |
May 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 89.6 |
June 2013 | Good | Good | Good | Good | 170 | 89.7 |
May 2011 | Fair | Good | Good | Satisfactory | 120 | 93.8 |
May 2009 | Fair | Good | Good | Satisfactory | 160 | 89.7 |
April 2007 | Good | Good | Good | Good | 260 | 85.0 |
May 2005 | Good | Good | Good | Good | 220 | 89.7 |
April 2003 | Fair | Fair | Fair | Satisfactory | 190 | 76.1 |
April 2001 | Fair | Fair | Fair | Good | 150 | 76.2 |
March 1999 | Fair | Satisfactory | Good | Good | 280 | 92.1 |
June 1997 | Fair | Satisfactory | Good | Good | 110 | 92.3 |
August 1995 | Fair | Satisfactory | Very Good | Very Good | 110 | 92.3 |
February 1993 | Good | Very Good | Very Good | Good | 140 | 80.8 |
November 1990 | Good | Very Good | Very Good | Good | 170 | 80.7 |