FAS 142 over LICK CREEK
Map
Coordinates:
+35.08981, -88.3529735°05'23" N, 88°21'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 142 over LICK CREEK |
Structure number: | 36SR1420003 |
Location: | 2 MI.S.OF SHILOH NTL.PARK |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1947 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 7 |
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: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,960 [as of 2017] |
Truck traffic: | 20% of total traffic |
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: | 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 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] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 61.7 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $443,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Fair | Fair | 1960 | 61.7 |
May 2016 | Fair | Good | Fair | Fair | 1710 | 62.2 |
June 2014 | Fair | Good | Fair | Fair | 1610 | 62.4 |
July 2012 | Fair | Good | Fair | Fair | 1490 | 62.7 |
August 2010 | Fair | Good | Fair | Fair | 1380 | 62.9 |
August 2008 | Fair | Good | Fair | Fair | 1580 | 62.5 |
August 2006 | Fair | Good | Fair | Fair | 1580 | 62.5 |
September 2004 | Fair | Good | Fair | Fair | 1920 | 61.8 |
November 2002 | Fair | Good | Fair | Fair | 1630 | 62.4 |
January 2001 | Fair | Good | Fair | Fair | 2140 | 59.1 |
April 1999 | Fair | Good | Fair | Fair | 1760 | 62.1 |
March 1997 | Fair | Good | Fair | Fair | 1750 | 62.1 |
November 1994 | Fair | Satisfactory | Fair | Satisfactory | 1800 | 63.8 |
April 1993 | Fair | Satisfactory | Fair | Satisfactory | 1650 | 64.1 |
January 1992 | Fair | Satisfactory | Fair | Satisfactory | 1420 | 64.6 |