US 60 E over CURRENT RVR

Map

Coordinates:
+36.99175, -91.01300
36°59'30" N, 91°00'47" W

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

Name:	US 60 E over CURRENT RVR
Structure number:	31131
Location:	S 25 T 27 N R 1 W
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	170.0 ft. `[51.8 m]`
Total length:	1216.3 ft. `[370.7 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	40.7 ft. `[12.4 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	2005
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,187 `[as of 2018]`
Truck traffic:	33% of total traffic
Deck condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
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]`
Sufficiency rating:	99.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Satisfactory	Good	Good	5187	99.5
July 2016	Good	Good	Very Good	Excellent	4845	99.6
July 2014	Good	Good	Very Good	Excellent	4217	99.6
December 2013	Good	Good	Very Good	Excellent	4179	99.6
December 2011	Good	Very Good	Very Good	Excellent	4221	99.6
December 2009	Good	Very Good	Very Good	Excellent	4112	99.6
December 2007	Good	Very Good	Very Good	Excellent	4052	99.6
September 2005	Good	Excellent	Excellent	Excellent	7131	99.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,660	2,660	0	0	0
Steel Protective Coating	sq. ft.	43,030	43,025	5	0	0
Prestressed Concrete Girder/Beam	linear ft.	3,322	3,313	9	0	0
Deck
Reinforced Concrete Deck	sq. ft.	49,464	48,109	1,355	0	0
Substructure
Reinforced Concrete Column	each	23	23	0	0	0
Reinforced Concrete Pier Wall	linear ft.	72	72	0	0	0
Reinforced Concrete Abutment	linear ft.	138	134	4	0	0
Concrete Protective Coating	sq. ft.	260	260	0	0	0
Reinforced Concrete Pier Cap	linear ft.	452	351	101	0	0
Concrete Protective Coating	sq. ft.	250	0	0	0	250
Joints
Strip Seal Joint	linear ft.	80	40	40	0	0
Open Joint	linear ft.	40	40	0	0	0
Bearings
Elastomeric Bearing	each	65	65	0	0	0
Enclosed/Concealed Bearing	each	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,477	2,327	150	0	0