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SH 96 ML over BIG SANDY CREEK

Kiowa County, Colorado

Map

Coordinates:
+38.43851, -102.51301
38°26'19" N, 102°30'47" W

Facts

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

Name:	SH 96 ML over BIG SANDY CREEK
Structure number:	K-26-A
Location:	1.4 MI E OF CHIVINGTON
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	329.1 ft. `[100.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	State Highway Agency `[01]`
Year built:	1962
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:	8
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	420 `[as of 2011]`
Truck traffic:	31% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	87.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Satisfactory	Fair	420	87.5
June 2016	Fair	Good	Satisfactory	Satisfactory	420	96.5
June 2014	Fair	Good	Satisfactory	Satisfactory	420	96.5
June 2012	Fair	Good	Satisfactory	Satisfactory	500	96.4
June 2010	Fair	Good	Satisfactory	Satisfactory	500	96.4
June 2008	Fair	Good	Satisfactory	Satisfactory	500	96.4
April 2006	Fair	Good	Satisfactory	Satisfactory	510	96.4
May 2004	Fair	Good	Satisfactory	Satisfactory	589	96.3
April 2002	Good	Good	Good	Good	584	93.3
June 1998	Good	Good	Good	Good	567	93.1
March 1996	Good	Good	Good	Good	380	94.4
April 1994	Good	Good	Good	Good	520	93.2
April 1991	Fair	Good	Satisfactory	Good	550	93.2

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.	1,316	1,266	50	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	10,528	10,494	30	4	0
Wearing Surfaces	sq. ft.	9,212	9,000	212	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	175	170	1	4	0
Reinforced Concrete Abutment	linear ft.	64	64	0	0	0
Reinforced Concrete Pier Cap	linear ft.	210	180	20	10	0
Joints
Pourable Joint	linear ft.	252	252	0	0	0
Bearings
Fixed Bearing	each	56	32	24	0	0
Steel Protective Coating	sq. ft.	56	32	0	0	24
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	658	634	24	0	0
Steel Protective Coating	sq. ft.	658	658	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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