RP S 7TH BLVD TO I over FILL
Map
Coordinates:
+38.61597, -90.1928438°36'57" N, 90°11'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RP S 7TH BLVD TO I over FILL |
Structure number: | 2827 |
Old structure number: | A3352 2 (from 1992 edition) |
Location: | S 26 T 45 N R 7 E |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 163.1 ft. [49.7 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,901 [as of 2016] |
Truck traffic: | 19% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Very Good | 7901 | 97.0 |
August 2015 | Fair | Good | Satisfactory | Very Good | 7693 | 97.1 |
August 2013 | Fair | Good | Satisfactory | Very Good | 4257 | 98.4 |
August 2011 | Fair | Good | Satisfactory | Very Good | 5163 | 98.1 |
August 2009 | Fair | Good | Satisfactory | Very Good | 5500 | 97.9 |
August 2007 | Fair | Good | Fair | Very Good | 5500 | 86.6 |
July 2005 | Fair | Good | Satisfactory | Very Good | 8210 | 96.8 |
August 2003 | Fair | Good | Satisfactory | Very Good | 8403 | 96.8 |
September 2001 | Good | Good | Good | Very Good | 8246 | 95.8 |
July 2000 | Good | Good | Good | Very Good | 8246 | 93.9 |
July 1999 | Good | Good | Good | Very Good | 8246 | 93.9 |
June 1998 | Good | Good | Good | Very Good | 8246 | 93.9 |
July 1997 | Good | Good | Good | Very Good | 8246 | 95.9 |
June 1996 | Good | Good | Good | Very Good | 5890 | 96.8 |
December 1995 | Good | Good | Good | Very Good | 5890 | 97.8 |
March 1994 | Good | Good | Good | Very Good | 6090 | 97.7 |
March 1993 | Good | Good | Good | Very Good | 6090 | 97.7 |
November 1991 | Good | Good | Good | Very Good | 3040 | 91.6 |
October 1991 | Good | Good | Good | Very Good | 6090 | 97.7 |
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 | 4 | 2 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 46 | 45 | 1 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 30 | 30 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 30 | 15 | 15 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 326 | 326 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 326 | 0 | 276 | 50 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 4,820 | 4,545 | 241 | 34 | 0 |
Wearing Surfaces | sq. ft. | 4,320 | 4,277 | 43 | 0 | 0 |