I-70 WESTBOUND over 98TH ST

Map

Coordinates:
+39.10700, -94.80709
39°06'25" N, 94°48'26" W

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

Name:	I-70 WESTBOUND over 98TH ST
Structure number:	999907001052093
Location:	0.22 MI. E JCT I-435 I-70
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	148.6 ft. `[45.3 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	57.7 ft. `[17.6 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	5°
Owner:	State Highway Agency `[01]`
Year built:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	29,950 `[as of 2014]`
Truck traffic:	11% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	67.9 tons `[61.7 metric tons]`
Inventory rating:	39.9 tons `[36.3 metric tons]`
Sufficiency rating:	94.2
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$287,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2015	94.2	Good	Good	Very Good	Very Good	-	29950
June 2013	94.2	Good	Good	Very Good	Very Good	-	29950
May 2011	94.5	Good	Good	Very Good	Very Good	-	26700
May 2009	94.5	Good	Good	Very Good	Very Good	-	26450
June 2007	94.4	Good	Very Good	Very Good	Very Good	-	28100
June 2005	94.6	Good	Very Good	Very Good	Very Good	-	25800
June 2003	94.8	Good	Very Good	Very Good	Very Good	-	23450
August 2001	94.8	Good	Very Good	Very Good	Very Good	-	23100
November 1999	94.9	Good	Very Good	Very Good	Very Good	-	22630
August 1997	67.4	Good	Very Good	Very Good	Very Good	SD	18915
July 1995	67.5	Good	Very Good	Very Good	Good	SD	17945
March 1995	95.8	Good	Very Good	Very Good	Very Good	-	16630
June 1994	96.9	Good	Very Good	Very Good	Good	-	14515
June 1993	96.9	Good	Very Good	Very Good	Good	-	14040
June 1992	97.1	Good	Very Good	Very Good	Very Good	-	12450
August 1991	96.9	Good	Very Good	Very Good	Very Good	-	14040

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	1,168	1,168	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,108	645	0	0
Deck
Reinforced Concrete Deck	sq. ft.	8,300	8,300	0	0	0
Wearing Surfaces	sq. ft.	8,300	8,134	166	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	108	104	4	0	0
Reinforced Concrete Pier Cap	linear ft.	108	108	0	0	0
Bearings
Fixed Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	297	297	0	0	0