US 40 over WHITEWATER RIVER
Map
Coordinates:
+39.81274, -85.1656539°48'46" N, 85°09'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 40 over WHITEWATER RIVER |
Structure number: | 014080 |
Location: | 00.58 W SR 1 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 171.9 ft. [52.4 m] |
Roadway width between curbs: | 45.9 ft. [14.0 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 1935 |
Year reconstructed: | 1987 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,260 [as of 2004] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 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 desirable criteria [8] |
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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Satisfactory | Satisfactory | 14260 | 71.5 |
January 2017 | Fair | Good | Satisfactory | Satisfactory | 14260 | 71.5 |
January 2015 | Fair | Good | Satisfactory | Satisfactory | 14260 | 71.5 |
December 2012 | Fair | Good | Satisfactory | Satisfactory | 14260 | 71.5 |
February 2011 | Fair | Good | Satisfactory | Satisfactory | 14260 | 71.5 |
January 2009 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 70.4 |
March 2007 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 74.8 |
January 2005 | Fair | Fair | Satisfactory | Satisfactory | 14260 | 70.4 |
January 2003 | Fair | Good | Satisfactory | Satisfactory | 13980 | 71.7 |
October 2000 | Fair | Good | Satisfactory | Good | 13980 | 71.7 |
December 1998 | Good | Good | Good | Good | 10846 | 73.8 |
February 1997 | Good | Good | Good | Good | 10846 | 73.8 |
May 1995 | Good | Good | Good | Good | 10846 | 73.7 |
January 1993 | Good | Good | Good | Good | 9000 | 62.5 |
September 1990 | Good | Very Good | Good | Good | 9000 | 69.5 |