FAU 5155 over SHADY GROVE RD / I-240
Map
Coordinates:
+35.12306, -89.8680635°07'23" N, 89°52'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAU 5155 over SHADY GROVE RD / I-240 |
Structure number: | 79I02400115 |
Location: | SHADY GROVE RD |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 245.1 ft. [74.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 15.1 ft. [4.6 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,450 [as of 2017] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 98.0 tons [89.1 metric tons] |
Inventory rating: | 64.7 tons [58.8 metric tons] |
Sufficiency rating: | 43.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $4,489,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2017 | 43.5 | Poor | Satisfactory | Poor | Fair | SD | 6450 |
February 2015 | 43.5 | Poor | Satisfactory | Poor | Fair | SD | 6450 |
February 2013 | 39.6 | Poor | Poor | Poor | Fair | SD | 6450 |
March 2011 | 39.6 | Poor | Poor | Poor | Fair | SD | 6450 |
May 2009 | 56.1 | Poor | Poor | Fair | Fair | SD | 6450 |
July 2007 | 59.5 | Fair | Satisfactory | Fair | Fair | - | 6450 |
August 2005 | 70.7 | Fair | Satisfactory | Good | Good | - | 7590 |
August 2003 | 71.9 | Fair | Satisfactory | Good | Good | - | 6290 |
September 2001 | 71.0 | Fair | Satisfactory | Good | Good | - | 7230 |
February 2000 | 71.9 | Fair | Satisfactory | Good | Good | - | 6360 |
June 1998 | 70.4 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 5640 |
September 1995 | 70.4 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 5640 |
August 1993 | 56.7 | Fair | Satisfactory | Fair | Satisfactory | FO | 6940 |
November 1991 | 58.3 | Poor | Fair | Poor | Satisfactory | SD | 500 |