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' PIKES PEAK NIINING <br />L1ATE/TIME 05/11/93 11:44 AM <br />INST NO. 2501:STATION #10 <br />• <br />PEAK=0.46 in/sec <br />* PEAK=0.73 in/sec <br />PEAK=0.68 in/sec <br />j DATA PLATS: 0.05 sec/mark GROiJND DATA PIpITED TIl~'S 1.00 / AIIZ TIl~S 4.00 <br />RSVP RESPONSE SPECI~2A PI(JT ON PEAK PA~'ICLE VETIJCITY SCALE (U. S . B. M. APPE[dDIX ' B' ) <br />TRANSVERSE COMPONENT VERTICAL COMPONENT <br />3.0 <br />P z.e <br />A <br />i <br />R 1.e <br />• <br />T <br /> e.s <br />I <br />C <br />L <br />E B.1 <br />I V .Bs <br />I E <br />L <br />AIR <br />TRAN <br />VERT <br />LONG <br /> o.o <br />P z.e <br />A <br /> 1 <br />9 <br />R . <br />T <br /> e.s <br />I <br />C <br />L <br />E B.1 <br /> .es <br />V <br />E <br />L <br />01 ~ <br />3 <br />3.0 <br />P z.e <br />A <br />R 1.e <br />T e.s <br />I <br />C <br />L <br />E 0.1 <br />V .es <br />• E <br />L <br />.BS ~ <br />3 <br />l <br />VIBRATION ANALYSIS: <br />AIR:127 DB = 0.0066 PSI <br />GND: .73 IN/SEC <br />5 18 28 38 40 <br />FREQUENCY HZ. <br />The vibrations exceed the Variable <br />Particle Velocity vs. Frequency Limits <br />recommended by the U.S.B.M. Report <br />RI-8507. (Nov, 1980). <br />.813 5 18 20 30 40 . <br />FREQUENCY HZ. <br />073873 450si2s12s12 816066049004 008080008 302411492075 <br />S iB 28 38 40 <br />FREQUENCY HZ. <br />LONGITUDINAL COMPONENT <br />1 <br />IlZUNCLAD PIT <br />BLAST NO. 2 <br />RANGE 1.00 <br />VIBRA-TECH ENGINEERS INC. <br />