NFA G679 over BRANCH OF DAYS CREEK
Map
Coordinates:
+35.02694, -90.0050035°01'37" N, 90°00'18" W
Source: National Bridge Inventory
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 |