Share: 
CR 130 over RICKAWAY BRANCH
Map
Coordinates:
+29.43324, -96.93240
29°25'60" N, 96°55'57" W
+29.43324, -96.93240
29°25'60" N, 96°55'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 130 over RICKAWAY BRANCH |
| Structure number: | 131430AA0561001 |
| Location: | 0.70 MI E OF FM 2616 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 64.0 ft. [19.5 m] |
| Roadway width between curbs: | 11.8 ft. [3.6 m] |
| Deck width edge-to-edge: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1991 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Other [9] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 90 [as of 2010] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 21.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Poor | Good | Poor | Satisfactory | 90 | 21.9 |
| February 2016 | Fair | Good | Fair | Satisfactory | 90 | 40.3 |
| February 2014 | Fair | Good | Fair | Satisfactory | 90 | 42.2 |
| March 2012 | Fair | Good | Fair | Satisfactory | 90 | 40.3 |
| April 2010 | Fair | Good | Fair | Satisfactory | 90 | 42.4 |
| April 2008 | Fair | Good | Fair | Satisfactory | 90 | 38.5 |
| April 2006 | Fair | Good | Satisfactory | Satisfactory | 100 | 48.5 |
| April 2004 | Fair | Good | Satisfactory | Good | 100 | 48.3 |
| August 2002 | Fair | Very Good | Satisfactory | Good | 100 | 48.3 |
| August 2000 | Fair | Very Good | Satisfactory | Good | 50 | 48.3 |
| August 1998 | Fair | Very Good | Satisfactory | Good | 50 | 46.1 |
| August 1996 | Fair | Very Good | Satisfactory | Good | 50 | 46.1 |
| June 1994 | Fair | Very Good | Satisfactory | Good | 50 | 46.1 |
| March 1992 | Fair | Very Good | Satisfactory | Good | 50 | 48.4 |
| January 1990 | Poor | Fair | Fair | Critical | 50 | 16.5 |
© 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/1542952
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1542952