IS 70 E over CST ANGELICA ST

Map

Coordinates:
+38.66648, -90.20014
38°39'59" N, 90°12'01" W

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

Name:	IS 70 E over CST ANGELICA ST
Structure number:	11907
Location:	S 14 T 46 N R 2 E
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	132.9 ft. `[40.5 m]`
Roadway width between curbs:	171.6 ft. `[52.3 m]`
Deck width edge-to-edge:	178.8 ft. `[54.5 m]`
Vertical clearance below bridge:	14.1 ft. `[4.3 m]`
Skew angle:	7°
Owner:	State Highway Agency `[01]`
Year built:	1999
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
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:	109,570 `[as of 2015]`
Truck traffic:	18% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
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:	86.1 tons `[78.3 metric tons]`
Inventory rating:	45.5 tons `[41.4 metric tons]`
Sufficiency rating:	90.7

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2015	90.7	Fair	Satisfactory	Satisfactory	Good	-	109570
September 2013	90.5	Fair	Satisfactory	Satisfactory	Good	-	114888
September 2011	90.6	Good	Good	Good	Very Good	-	112323
September 2009	90.5	Good	Good	Good	Very Good	-	114604
September 2007	90.4	Fair	Good	Satisfactory	Very Good	-	117785
August 2005	90.4	Good	Good	Good	Very Good	-	117667
August 2003	90.4	Good	Good	Good	Excellent	-	116617
June 2001	92.6	Good	Good	Good	Excellent	-	114447