SH 101 ML over RULE CREEK

Map

Coordinates:
+37.81978, -103.18205
37°49'11" N, 103°10'55" W

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

Name:	SH 101 ML over RULE CREEK
Structure number:	M-24-D
Location:	17.6 MI SO OF JCT US 50
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	41.0 ft. `[12.5 m]`
Total length:	202.8 ft. `[61.8 m]`
Roadway width between curbs:	24.9 ft. `[7.6 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1939
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	70 `[as of 2011]`
Truck traffic:	25% of total traffic
Deck condition:	Fair `[5 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	62.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Fair	Satisfactory	Fair	70	62.2
August 2016	Fair	Fair	Satisfactory	Fair	70	62.2
August 2014	Fair	Fair	Satisfactory	Fair	70	67.9
August 2012	Fair	Fair	Satisfactory	Fair	70	67.9
August 2010	Fair	Fair	Satisfactory	Fair	70	67.9
September 2008	Fair	Fair	Satisfactory	Satisfactory	70	79.0
September 2006	Fair	Fair	Satisfactory	Satisfactory	50	79.2
October 2004	Fair	Fair	Satisfactory	Satisfactory	53	79.2
September 2002	Fair	Fair	Satisfactory	Satisfactory	55	83.7
August 2000	Fair	Fair	Satisfactory	Satisfactory	64	78.8
December 1998	Fair	Fair	Satisfactory	Satisfactory	64	78.8
July 1996	Fair	Fair	Fair	Fair	50	67.8
July 1994	Fair	Fair	Fair	Fair	60	63.2
July 1991	Fair	Satisfactory	Satisfactory	Satisfactory	60	69.3

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.	1,212	0	1,180	32	0
Steel Protective Coating	sq. ft.	8,484	0	6,784	0	1,700
Deck
Reinforced Concrete Deck	sq. ft.	5,777	5,370	320	87	0
Wearing Surfaces	sq. ft.	5,068	3,294	0	1,774	0
Substructure
Reinforced Concrete Column	each	24	5	19	0	0
Reinforced Concrete Abutment	linear ft.	66	32	21	13	0
Reinforced Concrete Pier Cap	linear ft.	132	100	9	23	0
Joints
Pourable Joint	linear ft.	58	58	0	0	0
Open Joint	linear ft.	132	0	132	0	0
Bearings
Movable Bearing	each	30	0	30	0	0
Steel Protective Coating	sq. ft.	180	0	0	0	180
Fixed Bearing	each	30	0	30	0	0
Steel Protective Coating	sq. ft.	180	0	0	0	180
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	406	296	100	10	0