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ZION - MOUNT CARME over CO-OP CREEK

Kane County, Utah

Map

Coordinates:
+37.23089, -112.87839
37°13'51" N, 112°52'42" W

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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

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570853