SH 109 ML over RDWY, RR, ARKANSAS RVR

Map

Coordinates:
+37.98786, -103.53182
37°59'16" N, 103°31'55" W

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

Name:	SH 109 ML over RDWY, RR, ARKANSAS RVR
Structure number:	M-22-AY
Location:	LA JUNTA
Purpose:	Carries highway overpass over highway, waterway, and railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	87.9 ft. `[26.8 m]`
Total length:	1448.2 ft. `[441.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1967
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:	16
Main spans material:	Prestressed concrete `[5]`
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:	4,500 `[as of 2011]`
Truck traffic:	5% 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]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	67.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Fair	4500	67.9
April 2016	Fair	Satisfactory	Satisfactory	Fair	4500	67.9
April 2014	Fair	Satisfactory	Satisfactory	Fair	4500	67.9
April 2012	Fair	Satisfactory	Good	Fair	5100	67.8
May 2010	Fair	Satisfactory	Good	Satisfactory	5100	79.0
May 2008	Fair	Satisfactory	Good	Satisfactory	5100	79.0
May 2006	Fair	Satisfactory	Good	Satisfactory	6100	78.8
April 2004	Fair	Satisfactory	Good	Satisfactory	5750	78.8
April 2002	Fair	Satisfactory	Good	Satisfactory	6358	78.7
May 2000	Fair	Satisfactory	Good	Satisfactory	7150	78.5
June 1998	Fair	Satisfactory	Good	Satisfactory	7150	78.5
January 1997	Fair	Satisfactory	Good	Satisfactory	7750	78.4
January 1994	Fair	Satisfactory	Good	Satisfactory	7150	78.7
March 1991	Fair	Satisfactory	Good	Satisfactory	6700	76.7

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	7,025	6,925	50	50	0
Reinforced Concrete Girder/Beam	linear ft.	174	174	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	52,128	26,978	22,650	2,500	0
Wearing Surfaces	sq. ft.	43,440	23,440	20,000	0	0
Substructure
Steel Column	each	12	2	10	0	0
Steel Protective Coating	sq. ft.	12	2	0	0	10
Reinforced Concrete Column	each	16	8	4	4	0
Reinforced Concrete Pier Wall	linear ft.	186	176	4	6	0
Reinforced Concrete Abutment	linear ft.	111	101	10	0	0
Reinforced Concrete Pier Cap	linear ft.	525	211	119	195	0
Joints
Pourable Joint	linear ft.	542	490	52	0	0
Compression Joint	linear ft.	177	177	0	0	0
Bearings
Elastomeric Bearing	each	160	160	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,815	2,815	0	0	0
Steel Protective Coating	sq. ft.	2,815	2,815	0	0	0