FM 624 over Nueces River Relief #2
Map
Coordinates:
+28.17653, -98.7017028°10'36" N, 98°42'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 624 over Nueces River Relief #2 |
Structure number: | 151620237302023 |
Location: | 7.45 Mi W of SH 16 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 279.9 ft. [85.3 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,410 [as of 2013] |
Truck traffic: | 44% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 68.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 2410 | 68.0 |
July 2016 | Good | Good | Good | Good | 2410 | 67.9 |
January 2015 | Good | Good | Good | Good | 1350 | 75.3 |
January 2013 | Good | Good | Good | Good | 1350 | 74.0 |
January 2011 | Good | Good | Good | Good | 350 | 90.4 |
February 2009 | Good | Good | Good | Good | 670 | 87.5 |
February 2007 | Good | Good | Good | Good | 380 | 95.3 |
January 2005 | Good | Good | Good | Good | 310 | 95.5 |
February 2003 | Good | Good | Good | Good | 410 | 94.0 |
February 2001 | Good | Good | Good | Good | 360 | 95.3 |
December 1998 | Good | Good | Very Good | Good | 560 | 93.1 |
June 1996 | Good | Good | Very Good | Very Good | 310 | 95.5 |
April 1994 | Good | Good | Good | Very Good | 310 | 77.8 |
September 1991 | Good | Very Good | Very Good | Good | 490 | 80.1 |