CR 32 BILLS TOWN R over SIMPSON CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 32 BILLS TOWN R over SIMPSON CREEK |
Structure number: | 000000000004227 |
Location: | 1.76 MSW JCT SH 26 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 68.9 ft. [21.0 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1968 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 412 [as of 1987] |
Truck traffic: | 1% of total traffic |
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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 91.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Satisfactory | 412 | 91.2 |
July 2016 | Fair | Very Good | Good | Satisfactory | 412 | 91.2 |
July 2014 | Fair | Very Good | Good | Satisfactory | 412 | 91.2 |
March 2014 | Fair | Very Good | Good | Fair | 412 | 80.2 |
April 2012 | Fair | Very Good | Good | Fair | 412 | 60.7 |
May 2010 | Fair | Very Good | Good | Fair | 412 | 60.7 |
May 2008 | Fair | Very Good | Good | Fair | 412 | 60.7 |
May 2006 | Fair | Very Good | Good | Fair | 412 | 60.7 |
May 2004 | Fair | Very Good | Good | Fair | 412 | 60.7 |
June 2002 | Fair | Very Good | Good | Satisfactory | 412 | 70.6 |
May 2000 | Fair | Very Good | Good | Satisfactory | 412 | 71.0 |
October 1997 | Fair | Very Good | Good | Satisfactory | 412 | 71.0 |
July 1995 | Good | Very Good | Good | Good | 412 | 71.0 |
April 1993 | Good | Very Good | Good | Good | 412 | 72.0 |
May 1991 | Good | Very Good | Good | Good | 412 | 79.1 |