RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E

Map

Coordinates:
+38.62548, -90.21172
38°37'32" N, 90°12'42" W

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

Name:	RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E
Structure number:	1263
Old structure number:	A1523 2 `(from 1992 edition)`
Location:	S 23 T 45 N R 7 E
Purpose:	Carries highway overpass over highway and railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	202.8 ft. `[61.8 m]`
Total length:	1397.0 ft. `[425.8 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	12°
Owner:	State Highway Agency `[01]`
Year built:	1970
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:	3
Main spans material:	Steel continuous `[4]`
Main spans design:	Girder and floorbeam system `[03]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	1,405 `[as of 2015]`
Truck traffic:	19% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Scour condition:	Bridge not over waterway. `[N]`
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$6,667,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2016	Poor	Poor	Poor	Satisfactory	1405	0.0
July 2014	Poor	Poor	Poor	Satisfactory	1403	0.0
July 2012	Poor	Poor	Poor	Satisfactory	1359	0.0
September 2011	Poor	Poor	Poor	Satisfactory	1409	57.7
August 2010	Poor	Poor	Poor	Satisfactory	1423	57.5
July 2009	Poor	Poor	Poor	Satisfactory	5354	54.7
July 2008	Poor	Poor	Poor	Satisfactory	5299	54.7
July 2007	Poor	Poor	Fair	Satisfactory	5500	71.6
July 2005	Fair	Fair	Fair	Satisfactory	5500	73.7
August 2003	Fair	Satisfactory	Satisfactory	Satisfactory	5500	84.1
October 2001	Fair	Satisfactory	Satisfactory	Fair	2128	76.4
July 1996	Good	Good	Good	Good	1520	75.5
December 1995	Good	Good	Good	Good	1520	75.4
February 1994	Good	Good	Good	Good	1520	75.4
March 1993	Good	Good	Good	Very Good	1520	77.5
November 1991	Good	Very Good	Very Good	Very Good	1520	77.5

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	766	286	302	178	0
Steel Girder/Beam	linear ft.	1,184	513	671	0	0
Steel Protective Coating	sq. ft.	29,409	14,220	7,500	7,689	0
Deck
Reinforced Concrete Deck	sq. ft.	17,007	0	13,314	3,693	0
Superstructure
Steel Floor Beam	linear ft.	842	412	430	0	0
Steel Protective Coating	sq. ft.	6,407	3,154	2,940	313	0
Deck
Reinforced Concrete Top Flange	sq. ft.	23,195	0	13,793	9,402	0
Wearing Surfaces	sq. ft.	32,901	0	0	32,901	0
Substructure
Reinforced Concrete Column	each	16	7	7	2	0
Reinforced Concrete Abutment	linear ft.	45	41	4	0	0
Reinforced Concrete Pier Cap	linear ft.	98	85	13	0	0
Joints
Open Joint	linear ft.	24	0	23	1	0
Assembly without Seal Joint	linear ft.	72	0	0	68	4
Bearings
Elastomeric Bearing	each	8	0	0	0	8
Movable Bearing	each	6	2	4	0	0
Steel Protective Coating	sq. ft.	6	2	0	4	0
Fixed Bearing	each	6	2	4	0	0
Steel Protective Coating	sq. ft.	6	2	2	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,786	2,707	60	19	0