PRINCE WILLIAM Rd over WILDCAT Creek
Map
Coordinates:
+40.47313, -86.5874940°28'23" N, 86°35'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PRINCE WILLIAM Rd over WILDCAT Creek |
Structure number: | 0800021 |
Location: | 00.01 E of CR 350 W |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 144.7 ft. [44.1 m] |
Total length: | 154.9 ft. [47.2 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1945 |
Year reconstructed: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 230 [as of 2011] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 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 minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 79.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Satisfactory | Very Good | 230 | 79.4 |
May 2015 | Fair | Good | Fair | Very Good | 230 | 68.4 |
May 2013 | Fair | Good | Fair | Very Good | 230 | 68.4 |
May 2011 | Fair | Very Good | Fair | Very Good | 230 | 67.4 |
June 2009 | Fair | Excellent | Fair | Very Good | 221 | 67.4 |
July 2007 | Fair | Excellent | Fair | Very Good | 221 | 67.4 |
July 2005 | Poor | Fair | Serious | Fair | 217 | 25.8 |
May 2003 | Poor | Fair | Serious | Poor | 215 | 25.8 |
May 2001 | Poor | Satisfactory | Poor | Fair | 211 | 32.3 |
February 1999 | Fair | Satisfactory | Fair | Fair | 211 | 58.8 |
February 1997 | Fair | Satisfactory | Fair | Fair | 211 | 58.6 |
October 1994 | Poor | Satisfactory | Poor | Satisfactory | 170 | 34.3 |
October 1992 | Poor | Satisfactory | Poor | Satisfactory | 170 | 34.3 |
January 1991 | Poor | Satisfactory | Poor | Satisfactory | 200 | 44.6 |