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 103 640 A 06041985 235959 KAS 001 Rotary 01 060 062 PP 080.45 15.740 099.36 03.139 Horizontally and perpendicular to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) 1501 BROWN CLAY. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161400 09081989 075600 42.01667 -12.46333 0145.4 14599 14601 103 640 A 06041985 235959 KAS 002 Rotary 01 100 102 PP 079.38 16.020 099.36 03.139 Horizontally and perpendicular to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) 1551 BROWN CLAY. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161500 09081989 075600 42.01667 -12.46333 0155.1 15610 15612 103 640 A 06041985 235959 KAS 002 Rotary CC 018 020 PP 081.24 15.150 099.36 03.139 Horizontally and perpendicular to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) 1509 BUFF MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161600 01271989 161600 42.01667 -12.46333 0157.3 15750 15752 103 640 A 06041985 235959 KAS 003 Rotary 01 140 142 PP 088.89 10.900 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1349 DARK GRAY MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161700 09081989 075600 42.01667 -12.46333 0164.7 16609 16611 103 640 A 06041985 235959 KAS 003 Rotary 02 138 140 PP 078.34 16.330 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1594 LIGHT GRAY MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161700 09081989 075800 42.01667 -12.46333 0166.2 16757 16759 103 640 A 06041985 235959 KAS 003 Rotary 03 140 142 PP 085.00 12.640 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1511 DARK GRAY MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 161800 09081989 080000 42.01667 -12.46333 0167.7 16909 16911 103 640 A 06041985 235959 KAS 003 Rotary 04 012 014 PP 079.93 09.480 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 3064 POROUS LIGHT GRAY LIMESTONE. APPLY CORRECTION 1.097 01261989 095600 09081989 080200 42.01667 -12.46333 0169.2 16931 16933 103 640 A 06041985 235959 KAS 004 Rotary CC 005 007 PP 080.77 14.190 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1682 STIFF GRAY OOZE/MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162000 01271989 162000 42.01667 -12.46333 0176.1 17616 17618 103 640 A 06041985 235959 KAS 005 Rotary CC 004 006 PP 090.73 09.060 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1458 CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162100 01271989 161200 42.01667 -12.46333 0184.2 18426 18428 103 640 A 06041985 235959 KAS 006 Rotary 01 048 050 PP 084.44 12.800 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1544 SILTY MARLSTONE. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162100 09081989 075600 42.01667 -12.46333 0193.7 19417 19419 103 640 A 06041985 235959 KAS 006 Rotary 01 131 133 PP 079.66 079.72 075.32 09.350 09.200 10.570 099.36 099.36 099.36 03.139 03.139 03.139 Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 3172 3240 3235 SILTY MUDSTONE. CORRECTION FACTOR 1.097 MUST BE APPLIED 01311989 150700 09081989 075700 42.01667 -12.46333 0193.7 19500 19502 103 640 A 06051985 235959 KAS 007 Rotary 01 020 022 PP 079.70 079.70 074.53 07.180 06.950 08.030 099.36 099.36 099.36 03.139 03.139 03.139 Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 4865 5159 5077 COARSE SANDSTONE. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162400 09081989 075600 42.01667 -12.46333 0203.3 20350 20352 103 640 A 06041985 235959 KAS 007 Rotary 01 084 086 PP 078.41 15.750 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1661 SILTY MARL. CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162500 09081989 075600 42.01667 -12.46333 0203.3 20414 20416 103 640 A 06041985 235959 KAS 007 Rotary CC 006 008 PP 079.72 079.82 075.03 08.870 07.980 09.300 099.36 099.36 099.36 03.139 03.139 03.139 Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface Along length of core Horizontally and parallel to the split core surface Horizontally and perpendicular to the split core surface compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) compressional (same directions of propagation and vibration) 3427 4036 3949 SANDSTONE(FINE). CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162600 01271989 163200 42.01667 -12.46333 0204.9 20497 20499 103 640 A 06041985 235959 KAS 008 Rotary 01 038 040 PP 080.57 14.420 099.36 03.139 Along length of core Along length of core compressional (same directions of propagation and vibration) 1666 CORRECTION FACTOR 1.097 MUST BE APPLIED 12231988 162700 09081989 075600 42.01667 -12.46333 0213.0 21338 21340