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County Road 22 over S Fork Frenchman Creek

Phillips County, Colorado

Map

Coordinates:
+40.58547, -102.45567
40°35'08" N, 102°27'20" W

Facts

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

Name:	County Road 22 over S Fork Frenchman Creek
Structure number:	PH22-0.0-23
Location:	Inter. of Co.Rds 22 &
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	78.7 ft. `[24.0 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, posting recommended but not legally implemented `[B]`
Average daily traffic:	37 `[as of 2012]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	62.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Fair	37	62.6
December 2015	Fair	Satisfactory	Satisfactory	Fair	37	70.0
December 2013	Fair	Satisfactory	Good	Fair	37	70.0
December 2011	Fair	Satisfactory	Good	Fair	37	70.0
December 2009	Fair	Satisfactory	Good	Satisfactory	51	80.0
December 2007	Fair	Satisfactory	Good	Satisfactory	51	80.0
October 2005	Poor	Good	Good	Poor	103	48.6
October 2003	Fair	Good	Good	Fair	163	62.9
March 2001	Fair	Good	Good	Fair	163	62.7
March 2000	Fair	Good	Satisfactory	Fair	163	68.9
March 1999	Fair	Good	Satisfactory	Satisfactory	163	79.9
March 1998	Fair	Good	Satisfactory	Satisfactory	163	79.9
June 1996	Fair	Good	Satisfactory	Satisfactory	65	85.4
May 1994	Poor	Good	Good	Critical	65	40.0
March 1992	Poor	Good	Good	Critical	65	40.0
May 1990	Good	Good	Good	Good	40	84.4

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
Steel Girder/Beam	linear ft.	630	0	630	0	0
Steel Protective Coating	sq. ft.	630	0	0	0	630
Deck
Reinforced Concrete Deck	sq. ft.	1,891	0	1,261	630	0
Substructure
Steel Column	each	10	0	10	0	0
Steel Protective Coating	sq. ft.	10	0	0	0	10
Reinforced Concrete Abutment	linear ft.	68	51	15	2	0
Reinforced Concrete Pile Cap/Footing	linear ft.	68	0	68	0	0
Steel Pier Cap	linear ft.	68	0	68	0	0
Steel Protective Coating	sq. ft.	68	0	0	0	68
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	158	132	26	0	0
Steel Protective Coating	sq. ft.	158	132	0	0	26

© 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/1071247