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COCHRANS MILLS RD over LICK RUN CREEK
Map
Coordinates:
+40.29294, -79.97019
40°17'35" N, 79°58'13" W
+40.29294, -79.97019
40°17'35" N, 79°58'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COCHRANS MILLS RD over LICK RUN CREEK |
| Structure number: | 000000000001724 |
| Old structure number: | 023015004020940 (from 1992 edition) |
| Location: | 0.5 MI S BUREAU OF MINES |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 16.4 ft. [5.0 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1901 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,635 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 49.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $30,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Poor | - | Poor | Satisfactory | 1635 | 49.7 |
| February 2016 | Poor | - | Poor | Satisfactory | 1671 | 49.6 |
| February 2014 | Fair | - | Satisfactory | Satisfactory | 1690 | 77.2 |
| February 2012 | Fair | - | Satisfactory | Satisfactory | 4476 | 75.8 |
| February 2010 | Fair | - | Satisfactory | Satisfactory | 4524 | 75.8 |
| June 2009 | Fair | - | Satisfactory | Satisfactory | 4524 | 75.8 |
| January 2008 | Fair | - | Satisfactory | Satisfactory | 2003 | 77.0 |
| January 2006 | Fair | - | Satisfactory | Satisfactory | 1951 | 75.0 |
| January 2004 | Fair | - | Satisfactory | Satisfactory | 1616 | 75.2 |
| January 2002 | Fair | - | Satisfactory | Satisfactory | 1559 | 74.2 |
| January 2000 | Fair | - | Satisfactory | Satisfactory | 1531 | 74.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Masonry Abutment | linear ft. | 39 | 39 | 0 | 0 | 0 |
| Culvert | ||||||
| Masonry Culvert | linear ft. | 24 | 24 | 0 | 0 | 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/1455731
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1455731