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Chapter 26 <br />TABLE 26-1 <br />Quantity-Disiance Relationships <br />for Specified Yalues of Peak Particle Yelacity <br />under Average Field Contlitions <br />For Open Face Blasting <br />Charge Weight per Delay Period - Lps, <br />Distance-Ft. 0.5 ips 1 ips pips <br />20 0.3 0.7 1,7 <br />30 0.7 1.6 3.8 ;~ <br />40 1.2 2.8 6.7 , <br />50 1.8 4.4 10.4 <br />60 2,7 6.3 15.0 <br />70 3.6 8.6 20.5 <br />80 4.7 71.2 26.7 <br />90 6.0 14.2 33.9 <br />100 7.4 17.6 41.8 <br />120 10.6 25.3 60.2 <br />140 14,5 34.4 819 <br />160 18.9 45.0 107.0 <br />180 23.9 56.9 735.4 <br />200 29.6 70.3 167.2 <br />240 42.6 101.2 240.7 <br />Z80 57,9 137.8 327.7 <br />320 75,7 779.9 428.0 <br />360 95.8 227.7 547.7 <br />4D0 118,2 281.2 668.7 <br />NOTE: Particle velocities shown may be higher by a factor of two or more <br />untler some geological conditions and may be higher by a lactor of <br />five or more under conditions of high confinement, such as the open- <br />ingholes in a heading or in presplitting. <br />If seismic guidelines are not established by the operator's insurance <br />company, state or local laws, or other agencies, blasters may consult <br />structural engineers who aze able to specify permitted vibration levels <br />for certain structures or kinds of structures. The quantity-distance <br />relationships for peak particle velocities of 0.5, 1.0 and 2.0 inches- <br />per-second in Table 26-1 may be used as a guideline to select charge <br />430 <br /> Vibration and Notse <br /> TABLE 26.2 <br /> Permitted Quantity-Distance Relationships <br /> without Seismograph Measurements <br /> Adopted by Several States <br /> Charge Weight per Delay Period <br /> Distance-Ft. of 0 MS or Greater-Lbs. <br /> 0-10 0.12' <br /> 11-15 0.25 <br /> 16-20 0.50 <br /> 21-25 0.75 <br /> 26-30 1.00 <br /> 40 2.25 . <br /> 50 3.50 <br /> 60 4.75 <br /> 70 6.00 <br /> 80 7.25 <br /> <br />~ 100 9.75 <br />6 120 12.25 <br />J.. 140 14.75 <br />,';! 160 17.25 <br /> 180 19.75 <br />~.~ 200 22.25 <br /> 220 25.75 <br /> 240 27.25 <br /> 260 29.75 <br /> 280 32.25 <br /> 300 34.75 <br /> 'Total shot <br /> • <br /> weights Cor specific distances. Modifications can be made on the job as <br /> seismograph readings become available. <br /> Regulations for some states, e.g., Pennsylvania, prescribe <br /> quantity-distance relationships in the absence of seismic measure- <br /> ' ments. They use a sliding scaled distance ranging from about 20 <br /> - teetlpound""- at small distances to 50 feet pound"= at a distance of 300 <br /> feet or more for blasting operations not using seismograph coverage. <br /> Table 26-2 shows permitted values which have been adopted by sev- <br /> eral states. <br /> There are several steps an operator can take to reduce blast vibra- <br /> tion. Some of these are: <br /> ~` 431 <br />