aa ro | Soil TAELE A.2 - TNT Crater Measurements in Dry Sand, Dry Clay, anc Wet Clay* Underground Expicsior Test Program Site: Dugway froving Grounds T : Round Charge Weight Charge Depth Crater 320. 320 320 °—- 3.5 oO.) 1.3 eo. 8) oe “19 4 7.68 10.88 320 320, 7. LA 1.02 4 15.5 16.75 po, TT)(ft) ; Dry ;Sand ! 121 122 123 104 320, 3D 127 18 320.—«Od. 2,560 2.0 125 126 139 lll 111 112 113 | po | 14 —4l5 |6 Dry Clay | 308 20 307 | 38 399 3h 3 Ble. 313 31s 315 | | | | i Te: 6 2a! 220 3.5 420 318 Bly __Sym. Wet 41 4 43 ee ca 2,560 Te B -LC,000 2.8 LTE ech 320,0—«- 3. 320 Oe. “2 Si 2.750181 320 2.6 ac ' 8.5. 3 345 | 1.75 oh 75 6 -7.5) . 4 pk w 4S 2.5 7.25 Sg | 3 2.0 ' 2.19 | 6.75 ; 23 0.37 1.06 i i 4 1.3 | 5.5 145 6 o1s 2.2 1 1.46 12 20 2aS wl 4 26 12.75 4.5 ok (8.75 41.79 0.99 0.67 ' 1.46 0.88 1.02 0.15 1 1.57. 1.6 2 1.90 1.86 2.25 1.87 0.15 15.5 7 2.5 lb §& 3 | he 0.88 ! | | ' | 6 | +~-15.5~ 1.75 1.68 1.83 3.5 2.74 1.25 ~«2113 0.88 0.98 1.02 2.5 «12.75 0.93 0 2a ee = <P |ass Bai 3:2563 1.13 1.02 1.25 1.09 1.17 1.5 1.23 ' & _ 13-5 7 5 10 3005. 0.15 0.58 0.80 Li75 72 1g 1.20 2 TG «L065 > 120 1 22 ~-02 42.5 Of 7 686 | — ol 91.87 38 1.08 2) 7.5 0.62 2.25 2, 566 Te 2 520 3. 2.. 8 2,560Te ee 320 3.8 wok 8 2.t : 44,000 i7. 2 2,560 0.52 OTL 0.88 7 320,000 =5.0 2,560 7. 320 Tek. 2.° 3.5 | | 9275 | 1.24 (0.66 | Oh 2445 7. 0.95 | 12 OUR 22° 2,560 eet 6.5 2.2 6 Si) Te 3200 8.5 4.500) Qi) 0.07 0.37 0.88 5.51 30 1.2>0 320 Lee, 2.26 2.45 1.75 | 1G lee JOC (ft) 0.5 2.5 6 13 320 320SE (A) 0.59 1.12 1.59 7 13.5 1.97 419, 19 239 3208675 te 185 316. | 10. ~ 31 2,560 | Clay | 43% 308 | | 301 322 2,560 (A, Ct) Depth Crater Radius** [Ser 1.46 : 1.68 [2.05 | * Obtained from Appendix ©, Underground Explosion Test Program, Final Report, Volume I, Soil Engineering Research Associates, August 30, wt Al) crater radii are measured a> crt{ginal ground level. 1952. . woye We POLSTSENT«2 Or" & . § a {REELIO S 6 ORE ue ?