Share: 
GRAND AVE over FOREST PARK PKWY
Map
Coordinates:
+38.63316, -90.23425
38°37'59" N, 90°14'03" W
+38.63316, -90.23425
38°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 2015
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 34,100 [as of 2013] |
| 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] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 80.1 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| March 2015 | 80.1 | Fair | Satisfactory | Fair | Satisfactory | FO | 34100 |
| March 2013 | 91.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 34100 |
| March 2011 | 91.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 34100 |
| May 2009 | 91.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 34100 |
| May 2007 | 91.3 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 34100 |
| June 2005 | 79.0 | Fair | Fair | Fair | Satisfactory | FO | 34100 |
| May 2003 | 92.3 | Fair | Satisfactory | Satisfactory | Good | FO | 34047 |
| August 2001 | 92.3 | Fair | Satisfactory | Satisfactory | Good | FO | 34047 |
| June 1999 | 90.7 | Fair | Satisfactory | Satisfactory | Good | FO | 34047 |
| June 1991 | 92.0 | Good | Good | Good | Good | FO | 25590 |
Element Data
Source: National Bridge Elements dataset, 2016 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 | 3,762 | 0 | 0 |
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 57 | 11 | 11 | 35 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 160 | 0 | 157 | 3 | 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 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1274434
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1274434