BLUEWATER HWY over SAN LUIS PASS
Map
Coordinates:
+29.07792, -95.1263829°04'41" N, 95°07'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BLUEWATER HWY over SAN LUIS PASS |
Structure number: | 120850AA0709001 |
Location: | SAN LUIS PASS AT CR 257 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Tolls: | Yes [1] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 7016.4 ft. [2138.5 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1966 |
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: | 117 |
Main spans material: | Prestressed concrete [5] |
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: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2011] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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 desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 60.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $860,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Satisfactory | Fair | Fair | 1200 | 60.9 |
January 2016 | Fair | Satisfactory | Fair | Fair | 1200 | 58.0 |
January 2014 | Fair | Satisfactory | Satisfactory | Fair | 1300 | 57.5 |
February 2012 | Fair | Satisfactory | Satisfactory | Fair | 1300 | 57.5 |
February 2010 | Fair | Satisfactory | Satisfactory | Fair | 1300 | 57.5 |
January 2008 | Fair | Good | Satisfactory | Satisfactory | 1300 | 70.0 |
February 2006 | Fair | Good | Good | Satisfactory | 1300 | 72.0 |
February 2004 | Fair | Good | Good | Satisfactory | 1300 | 71.0 |
December 2001 | Poor | Satisfactory | Poor | Poor | 1300 | 49.5 |
November 1999 | Poor | Satisfactory | Poor | Poor | 1300 | 49.5 |
November 1997 | Fair | Good | Fair | Fair | 580 | 74.7 |
May 1996 | Fair | Good | Fair | Satisfactory | 580 | 75.7 |
May 1994 | Fair | Good | Satisfactory | Satisfactory | 580 | 89.6 |
May 1992 | Fair | Good | Good | Satisfactory | 580 | 88.6 |
March 1990 | Good | Good | Good | Good | 580 | 86.6 |