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SH 96 ML over COLT CREEK

Kiowa County, Colorado

Map

Coordinates:
+38.35904, -103.33291
38°21'33" N, 103°19'58" W

Facts

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

Name:	SH 96 ML over COLT CREEK
Structure number:	K-23-E
Location:	1.7 MI E OF ARLINGTON
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	39.4 ft. `[12.0 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Skew angle:	32°
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	340 `[as of 2011]`
Truck traffic:	27% 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:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	99.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	340	99.4
May 2016	Good	Good	Good	Good	340	99.7
May 2012	Good	Good	Good	Good	340	98.7
April 2008	Good	Good	Good	Good	340	98.7
April 2004	Good	Good	Good	Good	641	98.6
May 2000	Good	Very Good	Good	Good	273	98.6
March 1996	Good	Very Good	Good	Good	273	98.6
May 1994	Good	Very Good	Good	Good	260	98.9
April 1991	Good	Very Good	Very Good	Good	250	98.9

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.	368	368	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,174	3,169	5	0	0
Wearing Surfaces	sq. ft.	2,852	2,852	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	78	78	0	0	0
Reinforced Concrete Abutment	linear ft.	82	82	0	0	0
Joints
Compression Joint	linear ft.	82	82	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	184	184	0	0	0
Steel Protective Coating	sq. ft.	184	184	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/1069377