NFA 2036 (SA 9514) over ROUND LICK CREEK
Map
Coordinates:
+36.10025, -86.1313036°06'01" N, 86°07'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NFA 2036 (SA 9514) over ROUND LICK CREEK |
Structure number: | 95020360001 |
Location: | IN CITY OF WATERTOWN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 102.0 ft. [31.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Skew angle: | 15° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1921 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,970 [as of 2019] |
Truck traffic: | 5% 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: | 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: | 71.5 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $338,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 71.5 |
July 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 71.5 |
July 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 74.5 |
July 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 71.5 |
July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 71.5 |
July 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1970 | 71.5 |
July 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1760 | 71.6 |
August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1910 | 71.5 |
July 2002 | Fair | Satisfactory | Satisfactory | Good | 2100 | 69.4 |
September 2000 | Fair | Satisfactory | Satisfactory | Good | 2160 | 69.3 |
August 1998 | Fair | Satisfactory | Satisfactory | Good | 3250 | 68.7 |
July 1996 | Fair | Satisfactory | Satisfactory | Good | 3100 | 87.2 |
June 1994 | Fair | Satisfactory | Good | Good | 3150 | 87.2 |
August 1992 | Fair | Satisfactory | Good | Good | 3550 | 87.0 |
August 1990 | Fair | Satisfactory | Good | Good | 3550 | 87.0 |