Geotechnical and Materials Engineering Standards for Bridge ...

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Ministry of Transportation TEST HOLE LOG <strong>and</strong> Hlghways <strong>Materials</strong> Branch Project Location T - Shelby Tvba w:. W, Blowcwn - - ~aud. mastic ~lmm mard RncWm Tesl (ASTM 1586) W - r n w - Sheet - of - mmre Comenr HI 01 (REV 08,12) H-290.
ft. - m 26 - 7.9 27 - 8.2 28 - 8.5 29 - 8.8 30 - 9.1 31 - 9.5 32 - 9.8 33 - 10.1 34 - 10.4 35 - 10.7 36 - 11.0 37 - 11.3 38 - 11.6 39 - 11.9 40 - It.;! 41 - 12.5 42 - 12.8 43 - 13.1 44 - 13.4 45 - 13.7 46 - 14.0 47 - 14.3 48 - 14.6 49 - 14.9 50 - 15.2 in. - m 211 - .05 4" - .I0 6" - .15 in. - m 8" - .20 10" - -25 12" - .30 ft. - m 76 - 23.2 77 - 23.5 78 - 23.8 79 - 24.1 80 - 24.4 8'1 - 24.7 82 - 25.0 83 - 25.3 84 - 25.6 85 - 25.9 86 - 26.2 B7 - 26.5 B8 - 26.8 89 - 27.1 W - 27.4 91 - 27.7 92 - 28.0 93 - 28.4 94 - 28.7 95 - 29.0 P& - 29.3 97 - 29.6 98 - 29.9 in. - rn 14" - .36 16" - -41 18" - .46 in. - m 20" - .51 22" - .56 26" - -61 ft. - m 126 - 38.4 127 - 38.7 128 - 39.0 129 - 39.3 130 - 59.6 131 - 39.9 132 - 40.2 133 - 40.5
Page 1 and 2:
Province of British Columbia Minist
Page 3 and 4: TABLE: OF CONTENTS SECTION 1 - GEOT
Page 5 and 6: SECTION 1 Report Outline
Page 7 and 8: SECTION 2 Summary Log
Page 9 and 10: 2.4 .... SAMPLE TYPE - A - Auger -
Page 11 and 12: 2.12... OTHER. TESTS M - Mechanical
Page 13 and 14: FOR EDITING BLOCKS - set vax - ATTD
Page 15 and 16: PLOT : B - BOUNDARY - defines defin
Page 17 and 18: A - Aupr U - Unconfined Compression
Page 19 and 20: Mderiols Branch 90-2 Project W E R
Page 21 and 22: SECTION 3 - SIJmARY LOG DRAWING SHE
Page 23 and 24: I[ Province I SCALE NOTE 13 Provinc
Page 25 and 26: 3.4... . REPRODUCTION AND STORAGE R
Page 27 and 28: 6 Dniw reporb m). dense CWKL riih U
Page 29 and 30: SECTION 4 - FOTTNDATION INVESTIGATI
Page 31 and 32: 4.8 .... FOUNDATION INVESTIGATION A
Page 33 and 34: BLOCKS: To prepare a test hole log
Page 35 and 36: W z 1 o+oo 10+20 A PROFILE PLAN MCA
Page 38 and 39: SECTION 5 Bridge Branch Site Plan
Page 41 and 42: SECTION 6 Geotechnical Personnel
Page 43 and 44: 6.1 .... DMFTIHG SERVICES Klas GAD
Page 45 and 46: APPENDIX A Legend and Definition of
Page 47 and 48: APPENDIX A - DEFINITIONS FOR AGGREG
Page 49 and 50: TABLE 3.1 COMPACTNESS CONDITION OF
Page 51 and 52: TABLE 3.4 CLASSIFICATION OF ROCK WI
Page 53: APPENDIX C Draft Summary Log
Page 57 and 58: FILE NAMING (AutoCAD) Files are ide
Page 59 and 60: APPENDIX E - ROCK CORE LOG Rock Cor
Page 61 and 62: Hinfstry of Transportation and High
Page 63 and 64: CORE RECOVERY - During the drklling
Page 65 and 66: If the core is broken by handling o
Page 67 and 68: WEATHERING - These ore two main res
Page 69 and 70: ROCK S WOL - A symbolic log showing
Page 71 and 72: crystalline and non-crystalline par
Page 74 and 75: APPENDIX F Cone Holes
Page 76 and 77: flFnlstry nf Transpartatton CONE PE
Page 78 and 79: Ulnlstry af Transportation CONE PEN
Page 80 and 81: EXAMPLE #I
Page 82 and 83: UNOING DRTR IN FILE 5 12/08/90 12:4
Page 84 and 85: APPENDIX G Becker Hammer
Page 86: I I RECORD OF BO Iscation {See figu
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