IS 44 E over LIT PINEY RVR, BNSF RR

Map

Coordinates:
+37.91876, -91.96959
37°55'08" N, 91°58'11" W

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

Name:	IS 44 E over LIT PINEY RVR, BNSF RR
Structure number:	4818
Old structure number:	G04185 2 `(from 1992 edition)`
Location:	S 24 T 37 N R 10 W
Purpose:	Carries highway over railroad and waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	190.0 ft. `[57.9 m]`
Total length:	1091.9 ft. `[332.8 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	34.8 ft. `[10.6 m]`
Vertical clearance below bridge:	45.9 ft. `[14.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	2008
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	13,479 `[as of 2016]`
Truck traffic:	42% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	88.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Good	Good	Good	13479	88.1
November 2015	Good	Very Good	Good	Good	12986	88.1
November 2013	Good	Very Good	Good	Good	14296	88.0
October 2011	Fair	Very Good	Satisfactory	Good	12693	82.8
November 2009	Fair	Very Good	Satisfactory	Good	12698	81.4
October 2007	Fair	Satisfactory	Satisfactory	Satisfactory	14549	79.6
December 2005	Fair	Satisfactory	Satisfactory	Satisfactory	14284	77.6
November 2003	Fair	Satisfactory	Satisfactory	Satisfactory	13744	77.7
December 2001	Fair	Satisfactory	Satisfactory	Satisfactory	15799	73.5
November 2000	Fair	Satisfactory	Satisfactory	Satisfactory	15018	72.3
November 1999	Fair	Satisfactory	Satisfactory	Satisfactory	14652	72.4
January 1999	Fair	Satisfactory	Satisfactory	Satisfactory	14652	72.4
January 1998	Fair	Satisfactory	Satisfactory	Satisfactory	14652	71.7
January 1992	Fair	Satisfactory	Satisfactory	Satisfactory	10856	61.5

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.	4,352	4,244	104	4	0
Steel Protective Coating	sq. ft.	80,838	70,638	10,200	0	0
Deck
Reinforced Concrete Deck	sq. ft.	37,948	21,021	16,927	0	0
Concrete Protective Coating	sq. ft.	34,944	34,944	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	78	73	5	0	0
Reinforced Concrete Abutment	linear ft.	120	106	8	6	0
Concrete Protective Coating	sq. ft.	233	0	233	0	0
Reinforced Concrete Pier Cap	linear ft.	224	195	17	8	4
Joints
Strip Seal Joint	linear ft.	35	35	0	0	0
Open Joint	linear ft.	64	64	0	0	0
Bearings
Elastomeric Bearing	each	8	4	4	0	0
Movable Bearing	each	24	23	1	0	0
Steel Protective Coating	sq. ft.	24	1	18	5	0
Fixed Bearing	each	12	8	0	4	0
Steel Protective Coating	sq. ft.	12	4	2	6	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,233	1,033	1,200	0	0