LAKEMOOR DRIVE over FOURMILE CREEK
Map
Coordinates:
+38.73298, -105.2569238°43'59" N, 105°15'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAKEMOOR DRIVE over FOURMILE CREEK |
Structure number: | TELL-13-113-3.0 |
Location: | 3.0 MI SE OF CR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 58.4 ft. [17.8 m] |
Total length: | 60.7 ft. [18.5 m] |
Roadway width between curbs: | 13.5 ft. [4.1 m] |
Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Corrugated Steel [6] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 61 [as of 2013] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 75.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 61 | 75.3 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 61 | 74.3 |
September 2013 | Fair | Satisfactory | Good | Good | 61 | 74.3 |
September 2011 | Fair | Satisfactory | Good | Good | 18 | 75.8 |
October 2009 | Good | Good | Good | Good | 18 | 75.8 |
September 2007 | Good | Good | Good | Good | 5 | 75.9 |
August 2005 | Good | Good | Good | Good | 5 | 75.9 |
August 2003 | Good | Very Good | Good | Good | 5 | 75.9 |
May 2001 | Good | Very Good | Good | Good | 10 | 75.9 |
August 1999 | Good | Very Good | Good | Good | 10 | 75.9 |
August 1997 | Good | Very Good | Very Good | Very Good | 10 | 75.9 |
August 1995 | Good | Very Good | Very Good | Very Good | 12 | 75.9 |
July 1993 | Good | Very Good | Very Good | Very Good | 12 | 75.9 |
September 1991 | Good | Very Good | Very Good | Very Good | 12 | 71.9 |
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 |
Steel Girder/Beam | linear ft. | 243 | 173 | 70 | 0 | 0 |
Steel Protective Coating | sq. ft. | 243 | 173 | 0 | 0 | 70 |
Substructure |
Steel Column | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 8 | 0 | 0 | 0 | 8 |
Other Material Abutment | linear ft. | 28 | 28 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 28 | 14 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28 | 14 | 0 | 0 | 14 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 850 | 600 | 250 | 0 | 0 |
Steel Protective Coating | sq. ft. | 850 | 600 | 0 | 0 | 250 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 121 | 101 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 121 | 101 | 0 | 0 | 20 |