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COUNTY ROAD L over LOGAN CREEK
Map
Coordinates:
+41.84340, -96.48296
41°50'36" N, 96°28'59" W
+41.84340, -96.48296
41°50'36" N, 96°28'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD L over LOGAN CREEK |
| Structure number: | C001103020 |
| Location: | .9W OF OAKLAND |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 190.0 ft. [57.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 310 [as of 1998] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| 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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Good | Very Good | Excellent | Excellent | 310 | 99.0 |
| October 2016 | Good | Very Good | Excellent | Excellent | 310 | 98.9 |
| October 2014 | Good | Excellent | Excellent | Excellent | 310 | 98.9 |
| October 2013 | Poor | Good | Fair | Poor | 310 | 23.2 |
| September 2012 | Poor | Fair | Satisfactory | Poor | 310 | 20.9 |
| January 2010 | Poor | Satisfactory | Good | Poor | 310 | 22.1 |
| October 2008 | Poor | Fair | Satisfactory | Poor | 310 | 22.1 |
| August 2008 | Poor | Fair | Satisfactory | Poor | 310 | 33.4 |
| September 2006 | Fair | Good | Satisfactory | Satisfactory | 310 | 52.6 |
| October 2004 | Good | Very Good | Good | Good | 310 | 52.6 |
| December 2002 | Good | Excellent | Good | Good | 310 | 52.6 |
| November 2000 | Good | Excellent | Good | Good | 310 | 52.6 |
| November 1998 | Good | Excellent | Good | Good | 310 | 52.6 |
| November 1996 | Good | Excellent | Good | Good | 310 | 52.6 |
| November 1994 | Good | Excellent | Good | Good | 310 | 52.6 |
| October 1992 | Good | Excellent | Good | Good | 310 | 61.4 |
| November 1990 | Fair | Fair | Good | Good | 310 | 60.4 |
© 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/1345454
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1345454