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US 24 ML over DRAW
Map
Coordinates:
+38.94519, -105.25476
38°56'43" N, 105°15'17" W
+38.94519, -105.25476
38°56'43" N, 105°15'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 24 ML over DRAW |
| Structure number: | I-15-AO |
| Location: | 2.1 MI E OF FLORISSANT |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,500 [as of 2011] |
| Truck traffic: | 6% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2018 | Poor | 4 out of 10 | 5500 | 72.6 |
| September 2016 | Poor | 4 out of 10 | 5500 | 72.6 |
| September 2014 | Poor | 4 out of 10 | 5500 | 72.6 |
| September 2012 | Poor | 4 out of 10 | 5000 | 72.7 |
| September 2010 | Poor | 4 out of 10 | 5000 | 72.7 |
| September 2008 | Poor | 4 out of 10 | 5000 | 69.7 |
| August 2006 | Poor | 4 out of 10 | 5700 | 69.6 |
| September 2004 | Poor | 4 out of 10 | 5576 | 72.6 |
| November 2002 | Fair | 5 out of 10 | 5054 | 88.7 |
| July 2000 | Fair | 5 out of 10 | 4932 | 88.5 |
| July 1998 | Fair | 5 out of 10 | 4932 | 88.5 |
| August 1996 | Fair | 5 out of 10 | 3550 | 88.6 |
| July 1994 | Fair | 5 out of 10 | 3350 | 88.7 |
| August 1991 | Fair | 5 out of 10 | 2800 | 86.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 90 | 0 | 28 | 59 | 3 |
© Copyright 2012-20, 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/1068866
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1068866