LAKEMOOR DRIVE over FOURMILE CREEK
Map
Coordinates:
+38.73662, -105.2560238°44'12" N, 105°15'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LAKEMOOR DRIVE over FOURMILE CREEK |
Structure number: | TELL-12-113-2.7 |
Location: | 2.7 MI SE CR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 47.6 ft. [14.5 m] |
Total length: | 50.9 ft. [15.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 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: | 58 [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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 58 | 90.2 |
September 2015 | Fair | Satisfactory | Satisfactory | Good | 58 | 90.2 |
September 2013 | Good | Good | Good | Good | 58 | 90.2 |
September 2011 | Good | Good | Good | Good | 23 | 90.6 |
October 2009 | Good | Good | Good | Good | 23 | 90.6 |
September 2007 | Good | Good | Good | Good | 16 | 90.6 |
August 2005 | Good | Very Good | Good | Good | 16 | 90.6 |
August 2003 | Good | Very Good | Good | Very Good | 16 | 90.6 |
May 2001 | Good | Very Good | Good | Very Good | 10 | 90.5 |
August 1999 | Good | Very Good | Good | Very Good | 10 | 90.5 |
August 1997 | Good | Very Good | Very Good | Very Good | 10 | 90.5 |
August 1995 | Good | Very Good | Very Good | Very Good | 16 | 90.4 |
July 1993 | Good | Very Good | Very Good | Very Good | 16 | 84.4 |
September 1991 | Good | Very Good | Very Good | Very Good | 16 | 80.4 |
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. | 254 | 203 | 51 | 0 | 0 |
Steel Protective Coating | sq. ft. | 254 | 203 | 0 | 0 | 51 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 49 | 19 | 30 | 0 | 0 |
Deck |
Corrugated or Orthotropic Deck | sq. ft. | 1,234 | 617 | 617 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,234 | 617 | 0 | 0 | 617 |
Bearings |
Movable Bearing | each | 5 | 3 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 3 | 2 | 0 | 0 |
Fixed Bearing | each | 5 | 3 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 3 | 2 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 102 | 84 | 18 | 0 | 0 |
Steel Protective Coating | sq. ft. | 102 | 84 | 0 | 0 | 18 |