RP SKINKER BLVD TO over IS 64

Map

Coordinates:
+38.63000, -90.30167
38°37'48" N, 90°18'06" W

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

Name:	RP SKINKER BLVD TO over IS 64
Structure number:	32254
Location:	S 13 T 45 N R 6 E
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	124.3 ft. `[37.9 m]`
Total length:	243.1 ft. `[74.1 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	38.7 ft. `[11.8 m]`
Vertical clearance below bridge:	15.4 ft. `[4.7 m]`
Skew angle:	33°
Owner:	State Highway Agency `[01]`
Year built:	2008
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	2
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Tee beam `[04]`
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:	9,109 `[as of 2015]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	87.1 tons `[79.2 metric tons]`
Inventory rating:	52.5 tons `[47.7 metric tons]`
Sufficiency rating:	89.3

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2015	89.3	Good	Good	Good	Excellent	-	9109
September 2013	89.4	Good	Good	Very Good	Excellent	-	8837
September 2011	89.8	Good	Very Good	Very Good	Excellent	-	7732
January 2010	90.6	Good	Excellent	Excellent	Excellent	-	5804
January 2008	90.6	Good	Excellent	Excellent	Excellent	-	5887