620.09 SEISMIC EFFECTS AND AIR BLAST.
(a) Allowable Limits. Allowable limits of ground vibration and sound pressure contained in this section shall be considered not to produce structural damage in any structure.
(b) Restrictions on Quantity of Explosives. The use of explosives for blasting purposes within the limitations of these rules and regulations shall only be undertaken with quantities of explosives not in excess of those permitted by this section and except as further restricted by other requirements of these rules and regulations.
(c) Ground Vibration Specifications. Blasting operations shall be so conducted that ground vibrations measured at the nearest structure or building, supporting towers and appurtenances, do not exceed a peak particle velocity on any of the three mutually perpendicular planes of motion, i.e., vertical, longitudinal or transverse.
The blasting shall be conducted so that the ground vibration does not exceed the levels indicated in modified figure B-1, Bureau of Mines, Report of Investigation 8507, set forth below:
Safe Limit
V = 2 inches per second
Energy Ratio = 1.0
Acceleration in g's
Frequency of ground motion Displacement (Acceleration of
in cycles per second in inches gravity)
in cycles per second in inches gravity)
10 0.0318 0.325
20 0.0159 0.650
30 0.0106 0.976
40 0.0080 1.300
50 0.0064 1.626
60 0.0053 1.951
70 0.0046 2.276
80 0.0040 2.502
90 0.0036 2.927
100 0.0032 3.252
(d) Charge Weight; Distance Relations. Explosive charges detonated instantaneously or with delays of eight milliseconds or greater shall be permitted in accordance with the quantities specified in the following table:
Maximum charge weight per Minimum permissible
shot for instantaneous firing distance from point of
or per delay for delay firing. detonation to structure.
Pounds of Explosive Feet
shot for instantaneous firing distance from point of
or per delay for delay firing. detonation to structure.
Pounds of Explosive Feet
1 50
4 100
9 150
16 200
25 250
36 300
49 350
64 400
81 450
100 500
400 1,000
900 1,500
1,600 2,000
2,500 2,500
3,600 3,000
4,900 3,500
The above table is based on scaled distance which is defined as follows:
Actual distance in feet D
Scaled Distance = —————————————— = —
maximum charge per delay W
Where D = Actual distance in feet from blast to nearest structure.
W = Weight in pounds, or the maximum explosive charge per delay, or fired
instantaneously.
(1) If seismograph tests show the peak particle velocity or its equivalent as previously specified in less than fifty percent of safe limit, then blasting operations may continue without further testing provided that the scaled distance for any succeeding shot is not less than the minimum scaled distance during the tests.
(2) If the seismograph tests show the peak particle velocity or its equivalent as previously specified to be greater than fifty percent of the safe limit, then all succeeding blasts should be monitored by seismic tests.
(e) Allowable Sound Pressure. The maximum allowable sound pressure beyond the construction site resulting from construction blasting shall not exceed 100 decibels.
(Ord. 1968-3. Passed 1-12-68; Ord. 1968-5. Passed 2-27-68.)
(f) Whoever violates or fails to comply with any of the provisions of this section is guilty of a misdemeanor of the third degree. Punishment shall be as provided in Section 698.02. A separate offense shall be deemed committed each day during or on which a violation occurs or continues.