US 80 EB over LAKE FORK CREEK REL #2
Map
Coordinates:
+32.62916, -95.3433532°37'45" N, 95°20'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 80 EB over LAKE FORK CREEK REL #2 |
Structure number: | 102500009601060 |
Location: | 8.7 MI E OF US 69 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 595.2 ft. [181.4 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 17 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,590 [as of 2013] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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: | 81.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1590 | 81.8 |
October 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1590 | 79.7 |
October 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1750 | 79.7 |
October 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1750 | 83.5 |
September 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 2050 | 83.6 |
September 2008 | Fair | Good | Satisfactory | Satisfactory | 1900 | 84.6 |
September 2006 | Fair | Good | Satisfactory | Satisfactory | 1900 | 81.6 |
October 2004 | Fair | Good | Satisfactory | Satisfactory | 2000 | 81.5 |
October 2002 | Fair | Good | Satisfactory | Fair | 1650 | 71.5 |
March 2001 | Fair | Satisfactory | Satisfactory | Fair | 1650 | 72.5 |
May 1999 | Fair | Good | Satisfactory | Good | 1500 | 83.6 |
April 1997 | Fair | Satisfactory | Fair | Good | 1200 | 72.6 |
March 1995 | Fair | Satisfactory | Fair | Satisfactory | 1300 | 66.6 |
November 1992 | Good | Good | Good | Good | 1200 | 64.5 |
November 1990 | Good | Good | Good | Good | 1300 | 70.1 |