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Arkansas Hwy 177 over Norfork Dam Spillway
Map
Coordinates:
+36.24833, -92.23778
36°14'54" N, 92°14'16" W
+36.24833, -92.23778
36°14'54" N, 92°14'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Arkansas Hwy 177 over Norfork Dam Spillway |
| Structure number: | AHTD000000M3875 |
| Location: | 13 MI SE of Mountain Home |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 47.6 ft. [14.5 m] |
| Total length: | 575.8 ft. [175.5 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
| Owner: | Corps of Engineers (Civil) [70] |
| Year built: | 1944 |
| Year reconstructed: | 2008 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 12 |
| Main spans material: | Concrete [1] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,800 [as of 2016] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 67.1 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $825,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | Good | Satisfactory | Fair | 1800 | 67.1 |
| August 2015 | Fair | Good | Satisfactory | Fair | 200 | 78.0 |
| July 2013 | Fair | Good | Satisfactory | Fair | 2000 | 66.3 |
| August 2011 | Fair | Very Good | Satisfactory | Fair | 2000 | 66.3 |
| July 2009 | Good | Very Good | Good | Good | 2000 | 78.8 |
| August 2003 | Fair | Fair | Good | Good | 1500 | 79.2 |
| August 2001 | Fair | Fair | Good | Good | 1400 | 79.5 |
| July 1999 | Fair | Fair | Good | Good | 2200 | 74.9 |
| July 1997 | Good | Good | Very Good | Very Good | 2100 | 76.3 |
| July 1995 | Good | Good | Very Good | Very Good | 2010 | 76.6 |
| July 1993 | Good | Good | Very Good | Very Good | 1910 | 79.1 |
© 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/1030006
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1030006