I 70 ML WBND over FALL RIVER ROAD

Map

Coordinates:
+39.75268, -105.55414
39°45'10" N, 105°33'15" W

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

Name:	I 70 ML WBND over FALL RIVER ROAD
Structure number:	E-14-AY
Location:	2 MI W OF JCT SH 103
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	60.7 ft. `[18.5 m]`
Total length:	224.1 ft. `[68.3 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	60°
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	1987
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:	5
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22,000 `[as of 2011]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	94.0
Estimated cost of work:	$2,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Good	Satisfactory	22000	94.0
August 2015	Fair	Good	Good	Satisfactory	22000	92.0
August 2013	Fair	Good	Good	Satisfactory	22000	92.0
August 2011	Fair	Good	Good	Satisfactory	21300	92.0
August 2009	Good	Good	Good	Good	21300	92.0
August 2007	Good	Good	Good	Good	20300	92.0
August 2005	Good	Good	Good	Good	18824	92.0
September 2003	Good	Good	Good	Good	15696	92.0
September 2001	Good	Good	Good	Good	15696	91.8
July 1999	Good	Good	Good	Good	14925	91.8
September 1997	Good	Good	Good	Good	14050	91.8
August 1995	Good	Good	Good	Good	14050	91.8
July 1993	Good	Good	Good	Good	14500	91.8
July 1991	Good	Good	Good	Good	11800	91.8

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.	1,100	1,096	4	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	9,260	9,115	145	0	0
Wearing Surfaces	sq. ft.	8,520	8,520	0	0	0
Substructure
Reinforced Concrete Column	each	16	16	0	0	0
Reinforced Concrete Abutment	linear ft.	131	128	3	0	0
Reinforced Concrete Pier Cap	linear ft.	265	235	20	10	0
Joints
Other Joint	linear ft.	265	265	0	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	448	428	20	0	0
Steel Protective Coating	sq. ft.	448	448	0	0	0