HOLLY HILLS DR over UP RR
Map
Coordinates:
+38.56135, -90.2601538°33'41" N, 90°15'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | HOLLY HILLS DR over UP RR |
Structure number: | 12885 |
Location: | CARONDELET PARK |
Purpose: | Carries highway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 19.4 ft. [5.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Steel [3] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 5,000 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Serious [3 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 replacement [2] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 25.7 tons [23.4 metric tons] |
Inventory rating: | 18.8 tons [17.1 metric tons] |
Sufficiency rating: | 25.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $696,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 25.9 | Poor | Serious | Poor | Fair | SD | 5000 |
April 2015 | 25.9 | Poor | Serious | Poor | Fair | SD | 5000 |
April 2014 | 41.8 | Poor | Serious | Fair | Satisfactory | SD | 5000 |
April 2013 | 41.8 | Poor | Serious | Fair | Satisfactory | SD | 5000 |
March 2012 | 41.8 | Poor | Serious | Fair | Satisfactory | SD | 5000 |
May 2010 | 41.8 | Poor | Serious | Fair | Satisfactory | SD | 5000 |
April 2008 | 25.9 | Poor | Serious | Poor | Satisfactory | SD | 5000 |
May 2006 | 49.0 | Poor | Serious | Satisfactory | Satisfactory | SD | 5000 |
April 2004 | 51.0 | Poor | Serious | Good | Satisfactory | SD | 5000 |
April 2002 | 51.0 | Poor | Serious | Good | Satisfactory | SD | 5000 |
May 2000 | 51.0 | Poor | Serious | Good | Satisfactory | SD | 5000 |