Table I Distance Versus Weight of Explosive Method
Distance to a Building | Weight of Explosive per Delay | |
Feet Over | Feet Not Over | Pounds |
200to 220 | 34 | |
220to 240 | 39 | |
240to 250 | 42 | |
250to 260 | 45 | |
260to 280 | 49 | |
280to 300 | 55 | |
300to 325 | 61 | |
325to 350 | 69 | |
350to 375 | 79 | |
375to 400 | 85 | |
400to 450 | 98 | |
450to 500 | 115 | |
500to 550 | 135 | |
550to 600 | 155 | |
600to 650 | 175 | |
650to 700 | 195 | |
700to 750 | 220 | |
750to 800 | 240 | |
800to 850 | 263 | |
850to 900 | 288 | |
900to 950 | 313 | |
950to 1,000 | 340 | |
1,000to 1,100 | 375 | |
1,100to 1,200 | 435 | |
1,200to 1,300 | 493 | |
1,300 + | 520 |
Table 2 Distance Versus Peak Particle Velocity Method
Distance | Peak Particle Velocity of Any One Component | |
Feet Over | Feet Not Over | Inches per Second |
0 to100 | 2.0 | |
100to200 | 1.75 | |
200to500 | 1.5 | |
500to1,000 | 1.0 | |
over 1,000 | 0.75 |
Graph I - Maximum Allowable Particle Velocity, inches per second, and Blast Vibration Frequency, Hz
Md. Code Regs. 26.21.01.24