I-74 EB over SUGAR CREEK

Map

Coordinates:
+40.07667, -86.89000
40°04'36" N, 86°53'24" W

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

Name:	I-74 EB over SUGAR CREEK
Structure number:	044120
Location:	00.83 E US 231
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	395.0 ft. `[120.4 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1986
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:	5
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	7,250 `[as of 2010]`
Truck traffic:	45% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	59.8 tons `[54.4 metric tons]`
Inventory rating:	39.9 tons `[36.3 metric tons]`
Sufficiency rating:	74.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,184,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2016	74.1	Poor	Poor	Satisfactory	Good	SD	7250
November 2015	74.1	Poor	Poor	Satisfactory	Good	SD	7250
September 2014	74.1	Poor	Poor	Satisfactory	Satisfactory	SD	7250
February 2013	74.1	Poor	Poor	Good	Satisfactory	SD	7250
March 2011	74.1	Poor	Poor	Satisfactory	Satisfactory	SD	7470
March 2009	74.1	Poor	Poor	Satisfactory	Satisfactory	SD	7645
March 2007	74.5	Poor	Poor	Satisfactory	Satisfactory	SD	7645
March 2005	74.5	Poor	Poor	Satisfactory	Satisfactory	SD	7645
March 2003	76.6	Fair	Fair	Satisfactory	Good	-	7495
March 2001	77.6	Fair	Satisfactory	Satisfactory	Good	-	7495
February 1999	77.2	Fair	Satisfactory	Satisfactory	Good	-	6450
February 1997	66.1	Fair	Satisfactory	Fair	Good	-	6450
February 1995	66.3	Fair	Satisfactory	Fair	Good	-	6300
February 1993	66.3	Fair	Satisfactory	Fair	Good	-	6300
April 1991	82.4	Fair	Satisfactory	Satisfactory	Good	-	6300

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.	2,744	1,372	1,372	0	0
Steel Protective Coating	sq. ft.	24,655	19,724	4,931	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,393	14,071	322	0	0
Wearing Surfaces	sq. ft.	1,184	1,058	116	10	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	164	164	0	0	0
Reinforced Concrete Abutment	linear ft.	80	68	10	2	0
Joints
Strip Seal Joint	linear ft.	39	0	0	0	39
Compression Joint	linear ft.	39	0	0	0	39
Bearings
Movable Bearing	each	35	0	21	14	0
Fixed Bearing	each	7	7	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	792	762	0	30	0