GRAND AVE over FOREST PARK PKWY
Map
Coordinates:
+38.63316, -90.2342038°37'59" N, 90°14'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GRAND AVE over FOREST PARK PKWY |
Structure number: | 13484 |
Old structure number: | U387540002 115 (from 1992 edition) |
Location: | S 16 T 45 N R 7 E |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 65.9 ft. [20.1 m] |
Deck width edge-to-edge: | 80.1 ft. [24.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1961 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete continuous [2] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 34,100 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 80.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Fair | Satisfactory | 34100 | 80.1 |
March 2015 | Fair | Satisfactory | Fair | Satisfactory | 34100 | 80.1 |
March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 34100 | 91.3 |
March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 34100 | 91.3 |
May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 34100 | 91.3 |
May 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 34100 | 91.3 |
June 2005 | Fair | Fair | Fair | Satisfactory | 34100 | 79.0 |
May 2003 | Fair | Satisfactory | Satisfactory | Good | 34047 | 92.3 |
August 2001 | Fair | Satisfactory | Satisfactory | Good | 34047 | 92.3 |
June 1999 | Fair | Satisfactory | Satisfactory | Good | 34047 | 90.7 |
June 1991 | Good | Good | Good | Good | 25590 | 92.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 4,560 | 0 | 4,560 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,762 | 0 | 2,508 | 1,254 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 57 | 11 | 11 | 35 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 160 | 0 | 155 | 5 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 93 | 86 | 7 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 105 | 0 | 105 | 0 | 0 |