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LRD SORENSON RD over E FK IRON RIVER
Map
Coordinates:
+46.68967, -91.43123
46°41'23" N, 91°25'52" W
+46.68967, -91.43123
46°41'23" N, 91°25'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD SORENSON RD over E FK IRON RIVER |
| Structure number: | B04010300000000 |
| Location: | 2.3M W JCT CTH A |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 44.6 ft. [13.6 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Skew angle: | 10° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Concrete continuous [2] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 62 [as of 2015] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Good | Very Good | 62 | 100.0 |
| August 2016 | Good | Very Good | Very Good | Very Good | 62 | 100.0 |
| August 2014 | Good | Very Good | Very Good | Very Good | 60 | 100.0 |
| September 2012 | Good | Very Good | Very Good | Very Good | 60 | 98.0 |
| August 2010 | Good | Excellent | Excellent | Excellent | 60 | 100.0 |
| August 2008 | Good | Excellent | Excellent | Excellent | 60 | 100.0 |
| January 2007 | Good | Excellent | Excellent | Excellent | 60 | 96.0 |
© 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/1596979
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596979