SH 9 ML over MIDDLE FK S.PLATTE RVR
Map
Coordinates:
+39.10945, -105.8910539°06'34" N, 105°53'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 9 ML over MIDDLE FK S.PLATTE RVR |
Structure number: | H-13-R |
Location: | 9.8 MI SW OF FAIRPLAY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1951 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2011] |
Truck traffic: | 8% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 62.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Fair | Satisfactory | Fair | 1300 | 62.8 |
November 2015 | Fair | Satisfactory | Satisfactory | Fair | 1300 | 63.8 |
November 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 75.3 |
December 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 1400 | 75.1 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1400 | 75.1 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 1400 | 75.1 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 1462 | 75.0 |
November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1386 | 75.1 |
October 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 1386 | 74.9 |
November 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 1417 | 74.8 |
October 1997 | Fair | Satisfactory | Good | Satisfactory | 740 | 82.3 |
November 1995 | Fair | Good | Satisfactory | Satisfactory | 740 | 82.3 |
October 1993 | Fair | Good | Good | Satisfactory | 860 | 76.4 |
October 1992 | Fair | Satisfactory | Good | Satisfactory | 860 | 76.4 |
November 1990 | Fair | Satisfactory | Good | Satisfactory | 680 | 82.4 |
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 |
Timber Girder/Beam | linear ft. | 1,104 | 782 | 230 | 92 | 0 |
Substructure |
Timber Column | each | 27 | 2 | 25 | 0 | 0 |
Timber Abutment | linear ft. | 52 | 52 | 0 | 0 | 0 |
Timber Pier Cap | linear ft. | 150 | 48 | 4 | 98 | 0 |
Deck |
Timber Deck | sq. ft. | 2,444 | 2,324 | 120 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,350 | 0 | 1,574 | 776 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 188 | 176 | 0 | 12 | 0 |