SH 72 over HAL'S LAKE
Map
Coordinates:
+28.46983, -98.5552228°28'11" N, 98°33'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 72 over HAL'S LAKE |
Structure number: | 151620048302047 |
Location: | 0.45 MI W OF SH 16 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 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] |
Number of main spans: | 6 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,870 [as of 2013] |
Truck traffic: | 4% 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: | 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: | 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: | 82.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 10870 | 82.3 |
July 2016 | Good | Good | Good | Good | 10870 | 82.3 |
January 2015 | Good | Good | Good | Good | 10870 | 83.3 |
January 2013 | Good | Good | Good | Good | 3700 | 83.3 |
January 2011 | Good | Good | Good | Good | 840 | 95.5 |
February 2009 | Good | Good | Good | Good | 970 | 94.9 |
February 2007 | Good | Very Good | Very Good | Good | 960 | 92.9 |
January 2005 | Good | Very Good | Very Good | Good | 1000 | 93.8 |
February 2003 | Good | Very Good | Very Good | Good | 710 | 96.1 |
February 2001 | Good | Very Good | Very Good | Good | 870 | 93.0 |
December 1998 | Good | Very Good | Very Good | Very Good | 860 | 93.1 |
June 1996 | Good | Very Good | Very Good | Very Good | 620 | 94.2 |
April 1994 | Good | Very Good | Very Good | Very Good | 800 | 93.4 |
September 1991 | Good | Very Good | Very Good | Very Good | 780 | 87.5 |