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SH 71 ML over BOB CREEK CANAL

Crowley County, Colorado

Map

Coordinates:
+38.26459, -103.74847
38°15'53" N, 103°44'54" W

Facts

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

Name:	SH 71 ML over BOB CREEK CANAL
Structure number:	K-22-F
Location:	3.3 MI N OF JCT SH 96 E
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	47.9 ft. `[14.6 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	27.9 ft. `[8.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1955
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	860 `[as of 2011]`
Truck traffic:	21% 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:	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 desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	54.2

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Satisfactory	Satisfactory	Fair	860	54.2
January 2016	Fair	Good	Satisfactory	Fair	860	54.2
January 2014	Fair	Good	Good	Satisfactory	860	49.9
May 2012	Fair	Good	Good	Satisfactory	880	49.6
March 2010	Fair	Good	Good	Satisfactory	880	49.6
January 2008	Fair	Good	Good	Satisfactory	880	49.6
January 2006	Fair	Good	Good	Satisfactory	478	56.7
January 2004	Fair	Good	Good	Satisfactory	621	63.4
January 2002	Fair	Good	Good	Satisfactory	621	54.2
February 2000	Fair	Good	Good	Satisfactory	598	54.6
January 1998	Fair	Good	Good	Satisfactory	360	56.2
February 1996	Fair	Good	Good	Satisfactory	360	58.9
February 1994	Good	Good	Good	Good	310	62.5
March 1991	Good	Good	Good	Good	480	60.6

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.	180	46	134	0	0
Steel Protective Coating	sq. ft.	180	46	0	0	134
Deck
Reinforced Concrete Deck	sq. ft.	1,344	1,215	126	3	0
Wearing Surfaces	sq. ft.	1,152	1,152	0	0	0
Substructure
Timber Column	each	16	0	14	2	0
Reinforced Concrete Abutment	linear ft.	64	51	10	3	0
Joints
Pourable Joint	linear ft.	56	52	4	0	0
Bearings
Fixed Bearing	each	8	0	4	4	0
Steel Protective Coating	sq. ft.	8	0	0	0	8
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	96	96	0	0	0
Steel Protective Coating	sq. ft.	96	96	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/1069371