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COUNTY ROAD over SAN PITCH RIVER

Sanpete County, Utah

Map

Coordinates:
+39.50128, -111.58583
39°30'05" N, 111°35'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	COUNTY ROAD over SAN PITCH RIVER
Structure number:	039013D
Location:	2 MILES SOUTH OF MORONI
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	24.3 ft. `[7.4 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1965
Year reconstructed:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	805 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 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 minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	63.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Good	Good	Satisfactory	805	63.6
March 2016	Fair	Good	Good	Satisfactory	805	63.6
March 2014	Good	Good	Good	Good	805	66.1
March 2012	Fair	Satisfactory	Satisfactory	Satisfactory	805	82.4
March 2010	Fair	Good	Satisfactory	Satisfactory	283	90.0
March 2008	Fair	Good	Satisfactory	Satisfactory	225	94.5
April 2006	Fair	Good	Satisfactory	Satisfactory	225	94.5
April 2004	Fair	Good	Satisfactory	Satisfactory	225	94.5
May 2002	Fair	Good	Satisfactory	Satisfactory	225	94.5
March 2000	Fair	Good	Satisfactory	Satisfactory	225	89.5
March 1998	Fair	Good	Satisfactory	Satisfactory	225	89.5
March 1996	Good	Good	Good	Good	225	89.5
August 1994	Good	Good	Good	Good	225	95.2
September 1992	Good	Good	Good	Good	200	98.2
July 1990	Good	Good	Good	Good	200	98.2

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
Reinforced Concrete Girder/Beam	linear ft.	388	386	2	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	758	758	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	62	53	3	6	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	49	49	0	0	0

© 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/1569430