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FM over BRUSH CREEK
Map
Coordinates:
+41.87705, -92.81478
41°52'37" N, 92°48'53" W
+41.87705, -92.81478
41°52'37" N, 92°48'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FM over BRUSH CREEK |
| Structure number: | 000000000241791 |
| Location: | 082173401 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 39.0 ft. [11.9 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2002 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2014
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2013] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2014 | Good | Very Good | Very Good | Very Good | 500 | 99.9 |
| November 2012 | Good | Excellent | Excellent | Excellent | 440 | 99.9 |
| November 2010 | Good | Excellent | Excellent | Excellent | 440 | 99.9 |
| November 2008 | Good | Excellent | Excellent | Excellent | 530 | 99.9 |
| April 2007 | Good | Excellent | Excellent | Excellent | 530 | 99.9 |
| September 2004 | Good | Excellent | Excellent | Excellent | 530 | 99.9 |
| February 2003 | Good | Excellent | Excellent | Excellent | 460 | 99.9 |
© 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/1121721
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1121721