RP IS64E TO GRAND over FDRL SIGN CO ENTR
Map
Coordinates:
+38.63081, -90.2350638°37'51" N, 90°14'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RP IS64E TO GRAND over FDRL SIGN CO ENTR |
Structure number: | 383 |
Old structure number: | A 549 2 (from 1992 edition) |
Location: | S 16 T 45 N R 7 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 30.5 ft. [9.3 m] |
Total length: | 70.9 ft. [21.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,765 [as of 2016] |
Truck traffic: | 18% of total traffic |
Deck condition: | Poor [4 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 32.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $537,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Poor | Poor | Poor | Fair | 5765 | 32.0 |
July 2015 | Poor | Poor | Poor | Satisfactory | 5613 | 32.0 |
August 2013 | Poor | Poor | Poor | Good | 2832 | 38.5 |
August 2011 | Fair | Fair | Fair | Good | 5891 | 72.8 |
August 2009 | Fair | Satisfactory | Satisfactory | Good | 5804 | 86.2 |
August 2007 | Fair | Satisfactory | Satisfactory | Good | 5887 | 88.1 |
August 2005 | Fair | Satisfactory | Satisfactory | Very Good | 5938 | 88.0 |
July 2003 | Fair | Satisfactory | Satisfactory | Very Good | 6077 | 86.8 |
July 2001 | Fair | Satisfactory | Satisfactory | Very Good | 5964 | 68.1 |
July 1999 | Fair | Satisfactory | Satisfactory | Very Good | 5964 | 65.8 |
June 1998 | Fair | Satisfactory | Satisfactory | Very Good | 5964 | 65.8 |
July 1997 | Fair | Satisfactory | Satisfactory | Very Good | 5964 | 65.8 |
July 1996 | Fair | Satisfactory | Satisfactory | Very Good | 4260 | 67.4 |
November 1995 | Fair | Satisfactory | Satisfactory | Very Good | 4260 | 67.4 |
February 1994 | Fair | Satisfactory | Satisfactory | Very Good | 4260 | 67.4 |
March 1993 | Fair | Satisfactory | Satisfactory | Very Good | 4260 | 67.4 |
November 1991 | Fair | Satisfactory | Satisfactory | Very Good | 4260 | 67.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 82 | 50 | 29 | 3 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 142 | 141 | 0 | 1 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 142 | 0 | 87 | 55 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,221 | 0 | 1,202 | 1,019 | 0 |
Wearing Surfaces | sq. ft. | 1,988 | 0 | 1,981 | 7 | 0 |