Share: 
CR 100N over CLIFTY CREEK
Map
Coordinates:
+39.35062, -85.62427
39°21'02" N, 85°37'27" W
+39.35062, -85.62427
39°21'02" N, 85°37'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 100N over CLIFTY CREEK |
| Structure number: | 1600014 |
| Location: | 00.40 W OF CR 700 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 65.0 ft. [19.8 m] |
| Total length: | 191.9 ft. [58.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 280 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 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: | 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 89.9 |
| Estimated cost of work: | $937,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Satisfactory | Good | Satisfactory | 280 | 89.9 |
| September 2015 | Fair | Satisfactory | Good | Satisfactory | 260 | 89.9 |
| October 2013 | Good | Good | Good | Good | 260 | 89.9 |
| August 2011 | Good | Good | Very Good | Very Good | 211 | 94.4 |
| September 2009 | Good | Good | Very Good | Very Good | 211 | 94.4 |
| April 2007 | Good | Good | Very Good | Very Good | 211 | 94.4 |
| April 2005 | Good | Good | Very Good | Very Good | 211 | 94.4 |
| April 2003 | Good | Good | Very Good | Very Good | 205 | 94.4 |
| March 2001 | Good | Very Good | Very Good | Very Good | 200 | 94.4 |
| March 1999 | Good | Very Good | Very Good | Very Good | 200 | 94.4 |
| April 1997 | Good | Very Good | Very Good | Very Good | 200 | 94.4 |
| February 1995 | Good | Very Good | Very Good | Very Good | 200 | 93.9 |
| February 1993 | Poor | Poor | Critical | Critical | 200 | 13.8 |
| January 1991 | Poor | Poor | Serious | Serious | 200 | 13.8 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1170312
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1170312