IR90-WB over CR-444 (WEST BLVD.)

Map

Coordinates:
+41.46806, -81.75639
41°28'05" N, 81°45'23" W

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

Name:	IR90-WB over CR-444 (WEST BLVD.)
Structure number:	1808338
Location:	.53 MI W OF JCT SR10
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	187.0 ft. `[57.0 m]`
Roadway width between curbs:	67.9 ft. `[20.7 m]`
Deck width edge-to-edge:	71.2 ft. `[21.7 m]`
Vertical clearance below bridge:	17.7 ft. `[5.4 m]`
Skew angle:	25°
Owner:	State Highway Agency `[01]`
Year built:	1977
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:	Other `[9]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	54,940 `[as of 2015]`
Truck traffic:	5% 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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	44.6 tons `[40.5 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	90.7

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2016	90.7	Good	Good	Good	Good	-	54940
March 2015	90.9	Good	Good	Good	Good	-	52677
February 2014	90.9	Good	Good	Good	Good	-	52677
August 2012	90.9	Good	Good	Good	Good	-	52677
July 2011	90.9	Good	Good	Good	Good	-	52677
November 2010	90.5	Good	Good	Good	Good	-	57391
March 2009	90.5	Good	Good	Good	Good	-	57391
June 2008	90.5	Good	Good	Good	Good	-	57391
April 2007	90.5	Good	Good	Good	Good	-	57391
March 2006	90.5	Good	Good	Good	Good	-	57391
March 2005	90.5	Good	Good	Good	Good	-	57391
April 2004	91.4	Good	Good	Good	Good	-	48405
May 2003	91.4	Good	Good	Good	Good	-	48405
April 2002	90.4	Fair	Satisfactory	Good	Good	-	48405
June 2000	90.6	Fair	Satisfactory	Good	Good	-	45350
March 1999	90.6	Fair	Satisfactory	Satisfactory	Good	-	45350
June 1998	90.6	Fair	Satisfactory	Good	Good	-	45350
July 1996	90.6	Fair	Satisfactory	Good	Good	-	45350
September 1995	89.4	Fair	Satisfactory	Good	Very Good	FO	45350
May 1994	90.4	Good	Good	Very Good	Good	FO	45350
April 1993	90.7	Fair	Satisfactory	Very Good	Satisfactory	FO	41704
April 1992	90.7	Good	Good	Very Good	Very Good	FO	41704
March 1991	90.7	Good	Good	Good	Very Good	FO	41704

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.	1,496	1,421	0	75	0
Deck
Reinforced Concrete Deck	sq. ft.	13,294	12,326	702	266	0
Wearing Surfaces	sq. ft.	12,716	12,081	635	0	0
Substructure
Reinforced Concrete Column	each	8	5	3	0	0
Reinforced Concrete Abutment	linear ft.	157	110	47	0	0
Reinforced Concrete Pier Cap	linear ft.	157	134	23	0	0
Bearings
Elastomeric Bearing	each	32	32	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	374	262	112	0	0