CSMIP: I15/Hwy91 Interchange Bridge, CA
Agency Number:
13705
Structure:
Continuous prestressed concrete box girde
Site Geology:
Shallow alluvium over rock (granodiorite)
Owner:
California Strong Motion Instrumentation Program
(external link)
Owner's Station Page
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Anza, California 2005-06-12 15:41:46 UTC
Hypocentral dist:
99.4 km
Summary page for this earthquake
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Bent 9: Column at ground level
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Component:
0
PGA (cm/s/s):
20.76
PGV (cm/s):
-0.95
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Component:
Up
PGA (cm/s/s):
-11.91
PGV (cm/s):
-0.43
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Component:
90
PGA (cm/s/s):
-28.78
PGV (cm/s):
-1.18
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Bent 9: Top of column
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Component:
0
PGA (cm/s/s):
74.34
PGV (cm/s):
-3.41
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Component:
90
PGA (cm/s/s):
-46.44
PGV (cm/s):
2.21
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West abutment
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Component:
0
PGA (cm/s/s):
37.47
PGV (cm/s):
1.62
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Component:
90
PGA (cm/s/s):
41.67
PGV (cm/s):
-1.73
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Deck near W. abutment
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Component:
0
PGA (cm/s/s):
57.44
PGV (cm/s):
-3.30
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Component:
90
PGA (cm/s/s):
54.36
PGV (cm/s):
-1.98
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Big Bear City, California 2003-02-22 12:19:00 UTC
Hypocentral dist:
80.1 km
Summary page for this earthquake
Plot Acceleration
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Bent 9: Column at ground level
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Component:
Up
PGA (cm/s/s):
3.70
PGV (cm/s):
-0.10
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Component:
0
PGA (cm/s/s):
-8.40
PGV (cm/s):
0.30
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Component:
90
PGA (cm/s/s):
-7.50
PGV (cm/s):
-0.30
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Bent 9: Top of column
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Component:
0
PGA (cm/s/s):
-10.00
PGV (cm/s):
-0.30
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Component:
90
PGA (cm/s/s):
11.20
PGV (cm/s):
0.50
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West abutment
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Component:
0
PGA (cm/s/s):
-7.20
PGV (cm/s):
-0.40
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Component:
90
PGA (cm/s/s):
18.10
PGV (cm/s):
0.80
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Deck near W. abutment
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Component:
0
PGA (cm/s/s):
-6.40
PGV (cm/s):
-0.40
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Component:
90
PGA (cm/s/s):
-11.20
PGV (cm/s):
-0.50
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