CTH H over PONY CREEK
Map
Coordinates:
+44.16284, -88.9069744°09'46" N, 88°54'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH H over PONY CREEK |
Structure number: | B69000100000000 |
Location: | 0.1M W JCT CTH I |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1948 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
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: | 627 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 81.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Satisfactory | 627 | 81.5 |
May 2016 | Fair | Good | Good | Satisfactory | 627 | 81.5 |
May 2014 | Fair | Good | Good | Satisfactory | 600 | 81.5 |
May 2012 | Fair | Satisfactory | Satisfactory | Fair | 600 | 70.3 |
June 2010 | Fair | Satisfactory | Good | Satisfactory | 600 | 83.1 |
June 2008 | Good | Good | Very Good | Good | 600 | 83.1 |
May 2006 | Good | Good | Very Good | Good | 600 | 83.1 |
June 2004 | Good | Good | Very Good | Good | 400 | 84.4 |
June 2002 | Good | Very Good | Very Good | Good | 400 | 84.4 |
September 2000 | Good | Very Good | Very Good | Good | 400 | 86.4 |
May 1998 | Good | Very Good | Very Good | Good | 400 | 84.4 |
June 1996 | Fair | Very Good | Very Good | Satisfactory | 400 | 86.4 |
May 1994 | Fair | Very Good | Very Good | Satisfactory | 400 | 85.4 |
May 1992 | Fair | Very Good | Very Good | Satisfactory | 400 | 85.4 |
May 1990 | Fair | Very Good | Very Good | Satisfactory | 490 | 84.2 |