leg site hole date/time observer core core type section top interval bottom interval sample code piece subpiece temperature wave distance (1) wave distance (2) wave distance (3) wave distance (4) wave distance (5) wave distance (6) wave time (1) wave time (2) wave time (3) wave time (4) wave time (5) wave time (6) zero distance (1) zero distance (2) zero distance (3) zero distance (4) zero distance (5) zero distance (6) zero time (1) zero time (2) zero time (3) zero time (4) zero time (5) zero time (6) direction propagation (1) direction propagation (2) direction propagation (3) direction propagation (4) direction propagation (5) direction propagation (6) direction vibration (1) direction vibration (2) direction vibration (3) direction vibration (4) direction vibration (5) direction vibration (6) compressional/shear (1) compressional/shear (2) compressional/shear (3) compressional/shear (4) compressional/shear (5) compressional/shear (6) velocity (1) velocity (2) velocity (3) velocity (4) velocity (5) velocity (6) comments beaker add date change date latitude longitude depth top interval depth below sea floor bottom interval depth below sea floor 103 641 C 06121985 235959 KAS 001 Rotary 01 085 087 PP 082.59 080.78 080.56 13.280 14.290 14.970 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1624 1571 1564 CALCAREOUS CLAYSTONE. APPLY CORRECTION FACTOR 1.054 12231988 165500 09081989 075600 42.15500 -12.18167 0150.9 15174 15176 103 641 C 06121985 235959 KAS 001 Rotary 02 047 049 PP 083.88 080.80 080.74 12.570 14.370 14.760 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1610 1626 1577 BLACK CLAY. CORRECTION FACTOR 1.054 MUST BE APPLIED 12231988 165800 09081989 075800 42.15500 -12.18167 0152.4 15286 15288 103 641 C 06121985 235959 KAS 001 Rotary 03 051 053 PP 083.69 080.63 080.85 12.430 14.210 14.710 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1655 1665 1574 BLACK CLAY. CORRECTION FACTOR 1.054 MUST BE APPLIED 12231988 165900 09081989 080000 42.15500 -12.18167 0153.9 15440 15442 103 641 C 06121985 235959 KAS 001 Rotary 04 053 055 PP 083.76 080.76 080.54 12.670 14.600 15.130 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1606 1597 1545 BLACK CLAY. CORRECTION FACTOR 1.054 MUST BE APPLIED 12231988 170100 09081989 080200 42.15500 -12.18167 0155.4 15592 15594 103 641 C 06121985 235959 KAS 001 Rotary 05 046 048 PP 083.67 080.86 080.81 12.420 13.990 14.450 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1658 1677 1614 BLACK OR GREEN CLAYSTONE, POSSIBLY CALCAREOUS.APPLY CORRECTION 1.054 12231988 170500 09081989 080300 42.15500 -12.18167 0156.9 15735 15737 103 641 C 06121985 235959 KAS 001 Rotary 06 056 058 PP 083.88 080.77 080.77 12.080 13.730 14.350 099.11 099.11 099.11 03.110 03.110 03.110 Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core Horizontally and perpendicular to the split core surface Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1698 1727 1632 CALCAREOUS CLAYSTONE(GREEN). APPLY CORRECTION FACTOR 1.054 12231988 170600 09081989 080400 42.15500 -12.18167 0158.4 15895 15897 103 641 C 06121985 235959 KAS 002 Rotary 01 141 148 PP 080.41 080.61 13.950 14.300 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1786 1712 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171100 09081989 075600 42.15500 -12.18167 0160.5 16191 16198 103 641 C 06121985 235959 KAS 002 Rotary 03 118 120 PP 080.45 080.54 13.970 14.530 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1779 1684 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171100 09081989 080000 42.15500 -12.18167 0163.5 16468 16470 103 641 C 06121985 235959 KAS 002 Rotary 05 050 052 PP 080.46 080.57 14.350 14.790 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1718 1644 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171200 09081989 080300 42.15500 -12.18167 0166.5 16700 16702 103 641 C 06121985 235959 KAS 002 Rotary 06 052 054 PP 080.40 080.75 14.360 14.540 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1722 1664 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171300 09081989 080400 42.15500 -12.18167 0168.0 16852 16854 103 641 C 06121985 235959 KAS 003 Rotary 01 113 115 PP 080.44 080.55 13.980 14.680 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1778 1662 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171400 09081989 075600 42.15500 -12.18167 0170.1 17123 17125 103 641 C 06121985 235959 KAS 003 Rotary 03 068 070 PP 080.38 080.54 13.750 14.190 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1822 1735 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171600 09081989 080000 42.15500 -12.18167 0173.1 17378 17380 103 641 C 06121985 235959 KAS 003 Rotary 04 061 070 PP 080.44 080.98 14.150 14.360 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1751 1670 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 171800 09081989 080200 42.15500 -12.18167 0174.6 17521 17530 103 641 C 06121985 235959 KAS 003 Rotary 06 115 117 PP 080.59 080.73 13.980 14.490 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1764 1673 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172000 09081989 080400 42.15500 -12.18167 0177.6 17875 17877 103 641 C 06121985 235959 KAS 004 Rotary 01 061 063 PP 080.49 080.32 14.180 14.770 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1741 1668 BLACK CLAY. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172100 09081989 075600 42.15500 -12.18167 0179.8 18041 18043 103 641 C 06121985 235959 KAS 004 Rotary 02 057 059 PP 080.24 14.950 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1650 BLACK CLAY. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172900 09081989 075800 42.15500 -12.18167 0181.3 18187 18189 103 641 C 06121985 235959 KAS 004 Rotary 03 003 005 PP 080.45 080.70 14.030 14.370 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1769 1694 BLACK CLAY. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172300 09081989 080000 42.15500 -12.18167 0182.8 18283 18285 103 641 C 06121985 235959 KAS 004 Rotary 04 140 142 PP 080.45 080.68 13.970 14.280 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1779 1709 BLACK AND CALCAREOUS CLAY. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172400 09081989 080200 42.15500 -12.18167 0184.3 18570 18572 103 641 C 06121985 235959 KAS 004 Rotary 06 014 016 PP 080.56 080.45 13.660 14.300 099.89 099.89 03.040 03.040 Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface Along length of core compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1820 1726 BLACK CLAY. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 172600 09081989 080400 42.15500 -12.18167 0187.3 18744 18746 103 641 C 06121985 235959 KAS 006 Rotary 01 133 135 PP 078.35 15.800 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1688 BLACK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173100 09081989 075600 42.15500 -12.18167 0199.0 20033 20035 103 641 C 06131985 235959 BAL 006 Rotary 02 123 125 PP 079.05 15.900 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1621 GREEN CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173400 09081989 075800 42.15500 -12.18167 0200.5 20173 20175 103 641 C 06131985 235959 BAL 006 Rotary 03 146 148 PP 080.36 10.100 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2766 COARSE SANDSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173500 09081989 080000 42.15500 -12.18167 0202.0 20346 20348 103 641 C 06131985 235959 BAL 007 Rotary 01 143 145 PP 080.20 11.870 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2230 MEDIUM SANDSTONE. CORRECTION FACTOR 1.044 MUST BE APPIED 12231988 173600 09081989 075600 42.15500 -12.18167 0208.7 21012 21014 103 641 C 06131985 235959 BAL 007 Rotary 02 127 129 PP 080.22 14.650 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1694 GREEN CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173700 09081989 075800 42.15500 -12.18167 0210.2 21146 21148 103 641 C 06131985 235959 BAL 008 Rotary 02 073 075 PP 080.40 14.530 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1696 GREEN CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173800 09081989 075800 42.15500 -12.18167 0219.9 22062 22064 103 641 C 06131985 235959 BAL 008 Rotary 03 133 135 PP 080.49 14.590 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1680 BLACK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 173900 09081989 080000 42.15500 -12.18167 0221.4 22272 22274 103 641 C 06131985 235959 BAL 008 Rotary 04 113 114 PP 080.55 13.720 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1811 REDEPOSITED LIKE 638B-20 TO 22. APPLY CORRECTION FACTOR 1.044 12231988 174000 09081989 080200 42.15500 -12.18167 0222.9 22402 22403 103 641 C 06131985 235959 BAL 008 Rotary CC 015 017 PP 080.19 06.620 099.89 03.040 Horizontally and perpendicular to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) 5503 SILICIFIED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 174000 01301989 094600 42.15500 -12.18167 0224.5 22470 22472 103 641 C 06131985 235959 BAL 009 Rotary 01 007 009 PP 080.15 080.32 07.840 07.620 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 4112 4273 SANDSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 174100 09081989 075600 42.15500 -12.18167 0228.0 22807 22809 103 641 C 06131985 235959 BAL 009 Rotary 01 088 090 PP 080.57 080.32 14.220 13.650 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1728 1844 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 174200 09081989 075600 42.15500 -12.18167 0228.0 22888 22890 103 641 C 06131985 235959 KAS 009 Rotary 02 029 031 PP 080.79 080.40 14.200 13.710 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1711 1827 DARK GREEN CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 174700 09081989 075800 42.15500 -12.18167 0229.5 22979 22981 103 641 C 06131985 235959 KAS 009 Rotary 03 048 050 PP 081.03 080.46 14.040 13.630 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1715 1835 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 174900 09081989 080000 42.15500 -12.18167 0231.0 23148 23150 103 641 C 06131985 235959 KAS 010 Rotary 01 066 068 PP 080.66 080.52 13.890 13.170 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1772 1912 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175000 09081989 075600 42.15500 -12.18167 0237.6 23826 23828 103 641 C 06131985 235959 KAS 010 Rotary 02 123 125 PP 080.68 080.52 13.600 12.810 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1819 1983 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175100 09081989 075800 42.15500 -12.18167 0239.1 24033 24035 103 641 C 06131985 235959 KAS 010 Rotary 03 095 097 PP 080.66 080.38 12.850 12.300 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1960 2107 GRAY CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175200 09081989 080000 42.15500 -12.18167 0240.6 24155 24157 103 641 C 06131985 235959 KAS 010 Rotary 04 093 095 PP 080.57 080.45 13.500 12.390 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1847 2079 GRAY CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175300 09081989 080200 42.15500 -12.18167 0242.1 24303 24305 103 641 C 06131985 235959 KAS 011 Rotary 01 062 064 PP 080.34 080.37 13.600 12.610 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1851 2040 GRAY CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175400 09081989 075600 42.15500 -12.18167 0247.3 24792 24794 103 641 C 06131985 235959 KAS 011 Rotary 02 075 077 PP 080.27 080.43 10.640 10.100 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 2582 2756 SANDSTONE, LOOSE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175800 09081989 075800 42.15500 -12.18167 0248.8 24955 24957 103 641 C 06131985 235959 KAS 011 Rotary 02 083 085 PP 080.42 080.54 14.150 13.900 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1752 1782 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175500 09081989 075800 42.15500 -12.18167 0248.8 24963 24965 103 641 C 06131985 235959 KAS 011 Rotary 03 072 074 PP 080.57 080.34 12.800 12.700 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1980 2024 LIGHT MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175600 09081989 080000 42.15500 -12.18167 0250.3 25102 25104 103 641 C 06131985 235959 KAS 011 Rotary 04 060 062 PP 080.42 080.40 13.320 12.430 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1894 2076 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175700 09081989 080200 42.15500 -12.18167 0251.8 25240 25242 103 641 C 06131985 235959 KAS 012 Rotary 01 059 061 PP 080.57 080.34 12.930 12.400 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1953 2089 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175800 09081989 075600 42.15500 -12.18167 0256.9 25748 25750 103 641 C 06131985 235959 KAS 012 Rotary 02 004 006 PP 080.47 080.30 12.980 12.920 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1954 1983 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 175900 09081989 075800 42.15500 -12.18167 0258.4 25843 25845 103 641 C 06131985 235959 KAS 012 Rotary 03 040 042 PP 080.46 080.32 13.980 13.280 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1776 1911 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180000 09081989 080000 42.15500 -12.18167 0259.9 26029 26031 103 641 C 06131985 235959 KAS 012 Rotary 04 035 037 PP 080.46 080.43 11.560 11.220 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 2281 2379 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180100 09081989 080200 42.15500 -12.18167 0261.4 26174 26176 103 641 C 06131985 235959 KAS 012 Rotary 05 050 052 PP 080.56 080.35 13.970 13.730 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1769 1828 DARK CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180200 09081989 080300 42.15500 -12.18167 0262.9 26339 26341 103 641 C 06131985 235959 KAS 012 Rotary 06 088 090 PP 080.65 080.28 13.070 12.840 099.89 099.89 03.040 03.040 Along length of core Horizontally and parallel to the split core surface Along length of core Horizontally and parallel to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 1918 2001 LIGHT CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180300 09081989 080400 42.15500 -12.18167 0264.4 26527 26529 103 641 C 06131985 235959 KAS 013 Rotary 01 133 135 PP 080.80 13.470 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1830 LIGHT CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180400 09081989 075600 42.15500 -12.18167 0266.5 26783 26785 103 641 C 06131985 235959 KAS 013 Rotary 02 070 072 PP 080.61 12.920 099.89 03.047 Along length of core Along length of core compressional (same directions of propagation and vibration) 1953 LIGHT CLAYSTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180400 09081989 075800 42.15500 -12.18167 0268.0 26870 26872 103 641 C 06131985 235959 KAS 013 Rotary 03 024 026 PP 080.19 07.250 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 4679 LIMESTONE (SANDY). CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180500 09081989 080000 42.15500 -12.18167 0269.5 26974 26976 103 641 C 06131985 235959 KAS 013 Rotary 04 030 032 PP 080.87 13.600 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1801 CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180600 09081989 080200 42.15500 -12.18167 0271.0 27130 27132 103 641 C 06131985 235959 KAS 013 Rotary 05 053 055 PP 080.15 07.030 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 4947 LIMESTONE (SANDY). CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180600 09081989 080300 42.15500 -12.18167 0272.5 27303 27305 103 641 C 06131985 235959 KAS 013 Rotary 05 093 095 PP 080.44 12.770 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1999 BIOTURBATED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180700 09081989 080300 42.15500 -12.18167 0272.5 27343 27345 103 641 C 06141985 235959 BAL 014 Rotary 01 078 080 PP 080.22 09.810 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2905 BIOTURBATED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180800 09081989 075600 42.15500 -12.18167 0276.2 27698 27700 103 641 C 06141985 235959 BAL 014 Rotary 02 130 132 PP 080.35 10.640 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2571 BIOTURBATED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181000 09081989 075800 42.15500 -12.18167 0277.7 27900 27902 103 641 C 06141985 235959 BAL 014 Rotary 02 131 133 PP 080.31 14.180 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1758 DARK MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 180900 09081989 075800 42.15500 -12.18167 0277.7 27901 27903 103 641 C 06141985 235959 BAL 014 Rotary 04 139 141 PP 080.32 12.800 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2005 RED DARK GRADED BED,SANDY BASE.APPLY CORRECTION FACTOR 1.044 12231988 181000 09081989 080200 42.15500 -12.18167 0280.7 28209 28211 103 641 C 06141985 235959 BAL 014 Rotary 05 145 147 PP 080.44 14.110 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1757 MARLY DARK BED. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181100 09081989 080300 42.15500 -12.18167 0282.2 28365 28367 103 641 C 06141985 235959 BAL 014 Rotary 06 128 130 PP 080.54 13.950 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1774 MARLY DARK BED. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181200 09081989 080400 42.15500 -12.18167 0283.7 28498 28500 103 641 C 06141985 235959 BAL 015 Rotary 01 128 130 PP 080.29 09.660 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2961 BIOTURBATED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181200 09081989 075600 42.15500 -12.18167 0285.8 28707 28709 103 641 C 06141985 235959 BAL 015 Rotary 02 118 120 PP 080.45 14.100 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1758 GRADED DARK LAMINATED MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181300 09081989 075800 42.15500 -12.18167 0287.3 28847 28849 103 641 C 06141985 235959 BAL 015 Rotary 03 101 102 PP 080.43 13.730 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1820 GRADED DARK LAMINATED MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181400 09081989 080000 42.15500 -12.18167 0288.8 28980 28981 103 641 C 06141985 235959 BAL 015 Rotary 04 138 140 PP 080.26 10.950 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2482 BIOTURBATED LIMESTONE. CORRECTION FACTOR 1.044 MUST BE APPLIED 01311989 151400 09081989 080200 42.15500 -12.18167 0290.3 29167 29169 103 641 C 06141985 235959 BAL 015 Rotary 05 050 052 PP 080.52 13.440 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1863 SLUMP CLASTS, MOSTLY MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 181600 09081989 080300 42.15500 -12.18167 0291.8 29229 29231 103 641 C 06141985 235959 BAL 016 Rotary 01 041 043 PP 080.52 14.360 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1711 DARK MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 01311989 151300 09081989 075700 42.15500 -12.18167 0295.5 29591 29593 103 641 C 06141985 235959 BAL 016 Rotary 02 133 135 PP 080.50 13.320 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1886 MEDIUM DARK LAMINATED MARL. APPLY CORRECTION FACTOR 1.044 12231988 181700 09081989 075800 42.15500 -12.18167 0295.9 29731 29733 103 641 C 06141985 235959 BAL 016 Rotary 03 146 148 PP 080.44 12.640 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2026 MEDIUM DARK LAMINATED MARL. APPLY CORRECTION FACTOR 1.044 12231988 181800 09081989 080000 42.15500 -12.18167 0297.4 29894 29896 103 641 C 06141985 235959 BAL 016 Rotary 04 133 135 PP 080.46 11.000 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2441 BIOTURBATED LIGHT LIMESTONE. APPLY CORRECTION FACTOR 1.044 12231988 181900 09081989 080200 42.15500 -12.18167 0298.9 30031 30033 103 641 C 06141985 235959 BAL 016 Rotary 05 123 125 PP 080.46 12.120 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2140 BIOTURBATED LIGHT LIMESTONE. APPLY CORRECTION FACTOR 1.044 12231988 182000 09081989 080300 42.15500 -12.18167 0300.4 30171 30173 103 641 C 06141985 235959 BAL 016 Rotary 06 146 148 PP 080.43 09.790 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 2883 BIOTURBATED LIGHT LIMESTONE. APPLY CORRECTION FACTOR 1.044 12231988 182000 09081989 080400 42.15500 -12.18167 0301.9 30344 30346 103 641 C 06141985 235959 BAL 016 Rotary 07 143 145 PP 080.68 13.530 099.89 03.040 Along length of core Along length of core compressional (same directions of propagation and vibration) 1831 DARK LAMINATED MARL. CORRECTION FACTOR 1.044 MUST BE APPLIED 12231988 182100 09081989 080500 42.15500 -12.18167 0303.4 30491 30493