FM 1420 over HCWID No. 1 MAIN CHANNEL
Map
Coordinates:
+26.43882, -97.6135826°26'20" N, 97°36'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1420 over HCWID No. 1 MAIN CHANNEL |
Structure number: | 212450142501004 |
Location: | 1.0 MI S OF FM 490 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 141.1 ft. [43.0 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
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: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 470 [as of 2013] |
Truck traffic: | 25% 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 470 | 99.5 |
February 2015 | Fair | Good | Good | Satisfactory | 470 | 99.5 |
February 2013 | Fair | Good | Good | Satisfactory | 480 | 99.5 |
April 2011 | Fair | Good | Good | Satisfactory | 430 | 99.5 |
June 2009 | Good | Good | Good | Good | 490 | 99.5 |
June 2007 | Good | Good | Good | Good | 520 | 97.4 |
May 2005 | Fair | Satisfactory | Good | Good | 450 | 97.5 |
May 2003 | Good | Good | Good | Good | 420 | 98.5 |
June 2001 | Good | Very Good | Very Good | Good | 380 | 98.6 |
September 1999 | Good | Very Good | Very Good | Very Good | 360 | 98.6 |
August 1997 | Good | Very Good | Very Good | Good | 440 | 98.5 |
August 1995 | Good | Very Good | Very Good | Good | 450 | 98.5 |
January 1993 | Good | Very Good | Very Good | Good | 200 | 99.8 |
January 1991 | Fair | Good | Very Good | Satisfactory | 270 | 99.7 |