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HOLLY HILLS DR over UP RR
Map
Coordinates:
+38.56134, -90.26006
38°33'41" N, 90°15'36" W
+38.56134, -90.26006
38°33'41" N, 90°15'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| 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: | 16.4 ft. [5.0 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 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5,000 [as of 2017] |
| 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] |
| 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 | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Poor | Serious | Poor | Fair | 5000 | 25.9 |
| April 2016 | Poor | Serious | Poor | Fair | 5000 | 25.9 |
| April 2015 | Poor | Serious | Poor | Fair | 5000 | 25.9 |
| April 2014 | Poor | Serious | Fair | Satisfactory | 5000 | 41.8 |
| April 2013 | Poor | Serious | Fair | Satisfactory | 5000 | 41.8 |
| March 2012 | Poor | Serious | Fair | Satisfactory | 5000 | 41.8 |
| May 2010 | Poor | Serious | Fair | Satisfactory | 5000 | 41.8 |
| April 2008 | Poor | Serious | Poor | Satisfactory | 5000 | 25.9 |
| May 2006 | Poor | Serious | Satisfactory | Satisfactory | 5000 | 49.0 |
| April 2004 | Poor | Serious | Good | Satisfactory | 5000 | 51.0 |
| April 2002 | Poor | Serious | Good | Satisfactory | 5000 | 51.0 |
| May 2000 | Poor | Serious | Good | Satisfactory | 5000 | 51.0 |
© Copyright 2012-19, 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/1273922
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1273922