Share: 
SR 5,WEST LAKE RD. over OVER CROOKED CREEK
Map
Coordinates:
+41.99424, -80.41986
41°59'39" N, 80°25'12" W
+41.99424, -80.41986
41°59'39" N, 80°25'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 5,WEST LAKE RD. over OVER CROOKED CREEK |
| Structure number: | 000000000015788 |
| Old structure number: | 250005011000000 (from 1992 edition) |
| Location: | SPRINGFIELD TOWNSHIP |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Roadway width between curbs: | 38.4 ft. [11.7 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Other [9] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,680 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 88.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $109,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | - | Fair | Fair | 1680 | 88.5 |
| November 2015 | Fair | - | Fair | Fair | 2327 | 87.2 |
| November 2013 | Fair | - | Fair | Fair | 1549 | 86.5 |
| November 2011 | Fair | - | Fair | Fair | 1948 | 86.4 |
| November 2009 | Fair | - | Fair | Fair | 2104 | 85.3 |
| November 2007 | Fair | - | Fair | Fair | 2104 | 85.3 |
| November 2005 | Fair | - | Fair | Fair | 2069 | 85.3 |
| November 2003 | Fair | - | Fair | Fair | 2242 | 86.3 |
| November 2001 | Fair | - | Fair | Fair | 2187 | 86.3 |
| December 1999 | Fair | - | Fair | Fair | 3529 | 86.8 |
| October 1997 | Fair | - | Fair | Fair | 1987 | 88.4 |
| September 1995 | Fair | - | Fair | Fair | 1950 | 88.3 |
| September 1993 | Fair | - | Fair | Fair | 1919 | 88.3 |
| September 1991 | Fair | - | Fair | Fair | 3303 | 87.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 26 | 5 | 8 | 13 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 64 | 0 | 29 | 35 | 0 |
© 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/1463806
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1463806