SR-163 over SAN JUAN RIVER
Map
Coordinates:
+37.15061, -109.8678237°09'02" N, 109°52'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-163 over SAN JUAN RIVER |
Structure number: | 0C 274 |
Location: | AT MEXICAN HAT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 190.0 ft. [57.9 m] |
Total length: | 228.7 ft. [69.7 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1953 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Arch - Thru [12] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, posting recommended but not legally implemented [B] |
Average daily traffic: | 875 [as of 2014] |
Truck traffic: | 27% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 10.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Poor | Fair | Poor | Satisfactory | 875 | 10.2 |
August 2015 | Poor | Satisfactory | Poor | Satisfactory | 875 | 35.0 |
August 2013 | Fair | Fair | Satisfactory | Satisfactory | 833 | 52.2 |
August 2011 | Fair | Fair | Satisfactory | Satisfactory | 1980 | 48.0 |
September 2009 | Fair | Fair | Satisfactory | Satisfactory | 1980 | 48.0 |
October 2007 | Fair | Fair | Satisfactory | Satisfactory | 1745 | 48.0 |
August 2005 | Fair | Fair | Satisfactory | Good | 1745 | 48.0 |
September 2003 | Fair | Fair | Satisfactory | Good | 2400 | 48.0 |
August 1999 | Fair | Satisfactory | Satisfactory | Good | 2335 | 49.0 |
November 1997 | Fair | Satisfactory | Satisfactory | Good | 2115 | 49.0 |
November 1995 | Fair | Satisfactory | Satisfactory | Good | 1825 | 49.0 |
September 1993 | Fair | Satisfactory | Satisfactory | Good | 1685 | 49.0 |
December 1991 | Fair | Satisfactory | Satisfactory | Good | 700 | 56.9 |
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 Stringer | linear ft. | 963 | 577 | 340 | 36 | 10 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,578 | 5,001 | 557 | 20 | 0 |
Superstructure |
Steel Arch | linear ft. | 380 | 0 | 337 | 43 | 0 |
Steel Floor Beam | linear ft. | 297 | 0 | 205 | 92 | 0 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 0 | 4 | 0 | 0 |
Substructure |
Steel Column | each | 18 | 0 | 4 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 65 | 55 | 10 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 476 | 0 | 277 | 190 | 9 |