SADDLEROCK LN. over PINEY CREEK TRIB
Map
Coordinates:
+39.59280, -104.7426139°35'34" N, 104°44'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SADDLEROCK LN. over PINEY CREEK TRIB |
Structure number: | AUR25.5-R.1 |
Location: | 200 FT E OF LIVERPOOL ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 11.5 ft. [3.5 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 46.6 ft. [14.2 m] |
Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,490 [as of 2013] |
Truck traffic: | 2% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2017 | Fair | 6 out of 10 | 1490 | 96.8 |
October 2015 | Good | 7 out of 10 | 1490 | 96.8 |
October 2013 | Good | 7 out of 10 | 1490 | 96.8 |
October 2011 | Good | 7 out of 10 | 1874 | 96.7 |
November 2009 | Good | 7 out of 10 | 1874 | 96.7 |
October 2007 | Good | 7 out of 10 | 9615 | 95.7 |
September 2005 | Good | 7 out of 10 | 9615 | 95.7 |
August 2003 | Good | 7 out of 10 | 9615 | 77.0 |
August 2001 | Good | 7 out of 10 | 1103 | 81.7 |
December 1999 | Good | 8 out of 10 | 1103 | 81.7 |
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. | 137 | 91 | 46 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 48 | 0 | 48 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 48 | 0 | 0 |