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

Map

Coordinates:
+38.62477, -90.20774
38°37'29" N, 90°12'28" 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:	15.1 ft. `[4.6 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]`
Operating rating:	48.5 tons `[44.1 metric tons]`
Inventory rating:	29.7 tons `[27.0 metric tons]`
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$6,667,000

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