ZION - MOUNT CARME over CO-OP CREEK
Map
Coordinates:
+37.23089, -112.8783937°13'51" N, 112°52'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ZION - MOUNT CARME over CO-OP CREEK |
Structure number: | 1590008P0000000 |
Location: | FROM SOUTH ENTRANCE, GO 1 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 116.1 ft. [35.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | National Park Service [66] |
Year built: | 1993 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,787 [as of 2013] |
Truck traffic: | 20% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 71.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 1787 | 71.5 |
June 2015 | Good | Good | Good | Good | 1787 | 71.5 |
June 2013 | Good | Good | Good | Good | 1787 | 71.5 |
June 2011 | Good | Good | Good | Good | 1787 | 71.5 |
June 2009 | Good | Good | Good | Good | 1787 | 71.5 |
May 2007 | Good | Good | Good | Good | 2000 | 71.5 |
June 2005 | Good | Good | Good | Good | 2000 | 71.5 |
June 2003 | Good | Good | Good | Good | 2000 | 71.5 |
June 2001 | Good | Good | Good | Good | 2000 | 71.5 |
August 1999 | Good | Very Good | Very Good | Good | 2000 | 71.5 |