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NFA G679 over BRANCH OF DAYS CREEK
Map
Coordinates:
+35.02694, -90.00500
35°01'37" N, 90°00'18" W
+35.02694, -90.00500
35°01'37" N, 90°00'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| Name: | NFA G679 over BRANCH OF DAYS CREEK |
| Structure number: | 790B0320001 |
| Location: | GOODHAVEN DR - MEMPHIS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 59.1 ft. [18.0 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1960 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Channel beam [22] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,320 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 87.8 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| May 2015 | 87.8 | Good | Good | Good | Good | - | 2320 |
| May 2013 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| June 2011 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| August 2009 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| November 2007 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| November 2005 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| November 2003 | 84.8 | Fair | Satisfactory | Good | Good | - | 2320 |
| December 2001 | 86.9 | Fair | Satisfactory | Good | Good | - | 900 |
| April 2000 | 86.9 | Fair | Satisfactory | Good | Good | - | 900 |
| June 1998 | 86.9 | Fair | Satisfactory | Good | Good | - | 900 |
| February 1996 | 86.9 | Fair | Satisfactory | Good | Satisfactory | - | 900 |
| September 1993 | 86.6 | Fair | Satisfactory | Good | Satisfactory | - | 900 |
| December 1991 | 86.6 | Fair | Satisfactory | Good | Satisfactory | - | 900 |
© Copyright 2012-18, 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/1511964
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511964