US 24 ML over TWIN CREEK
Map
Coordinates:
+38.95567, -105.3232338°57'20" N, 105°19'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 24 ML over TWIN CREEK |
Structure number: | I-15-AM |
Location: | .6 Miles SE Park Teller |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 22.6 ft. [6.9 m] |
Total length: | 158.5 ft. [48.3 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 7 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,700 [as of 2011] |
Truck traffic: | 8% of total traffic |
Deck condition: | Good [7 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: | 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 60.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Good | Fair | Satisfactory | 3700 | 60.2 |
September 2016 | Fair | Good | Satisfactory | Satisfactory | 3700 | 71.3 |
September 2014 | Fair | Good | Satisfactory | Satisfactory | 3700 | 71.3 |
September 2012 | Fair | Good | Satisfactory | Satisfactory | 3500 | 71.3 |
September 2010 | Fair | Good | Satisfactory | Satisfactory | 3500 | 71.3 |
September 2008 | Fair | Good | Satisfactory | Satisfactory | 3500 | 71.3 |
August 2006 | Fair | Good | Satisfactory | Satisfactory | 3900 | 71.3 |
September 2004 | Fair | Good | Satisfactory | Satisfactory | 4010 | 71.2 |
November 2002 | Good | Good | Good | Good | 3865 | 71.3 |
July 2000 | Good | Good | Good | Good | 3725 | 70.7 |
July 1998 | Good | Good | Good | Good | 3725 | 70.7 |
August 1996 | Good | Good | Good | Good | 2750 | 70.8 |
July 1994 | Good | Good | Good | Good | 2750 | 74.6 |
August 1991 | Good | Good | Good | Good | 2600 | 83.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 2,254 | 1,719 | 489 | 0 | 46 |
Substructure |
Timber Column | each | 58 | 9 | 49 | 0 | 0 |
Timber Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 323 | 322 | 0 | 1 | 0 |
Deck |
Timber Deck | sq. ft. | 4,917 | 4,917 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,758 | 3,566 | 2 | 1,190 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 318 | 218 | 100 | 0 | 0 |