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LOCAL over CREEK
Map
Coordinates:
+41.56832, -91.32354
41°34'06" N, 91°19'25" W
+41.56832, -91.32354
41°34'06" N, 91°19'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over CREEK |
| Structure number: | 000000000258410 |
| Location: | 078041601 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 35.1 ft. [10.7 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
| Skew angle: | 23° |
| Owner: | County Highway Agency [02] |
| Year built: | 1937 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 90 [as of 2014] |
| Deck condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 30.9 |
| 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 2017 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
| September 2015 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
| September 2013 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
| September 2011 | Poor | Poor | Poor | Satisfactory | 90 | 30.9 |
| September 2009 | Poor | Fair | Poor | Satisfactory | 90 | 32.9 |
| November 2007 | Poor | Fair | Poor | Satisfactory | 90 | 32.9 |
| October 2005 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
| October 2003 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
| September 2001 | Fair | Fair | Fair | Satisfactory | 70 | 60.6 |
| September 1999 | Fair | Fair | Fair | Satisfactory | 70 | 61.6 |
| October 1997 | Fair | Satisfactory | Good | Good | 70 | 74.2 |
| May 1996 | Fair | Satisfactory | Good | Good | 80 | 74.2 |
| April 1994 | Fair | Satisfactory | Good | Good | 80 | 73.2 |
| February 1992 | Fair | Satisfactory | Good | Good | 80 | 73.2 |
© Copyright 2012-19, 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/1122729
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1122729