Geotechnical and Materials Engineering Standards for Bridge ...

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SECTION 6 - CONTACTS 6.0 .... GEOTECHNICAL AND MATERIMS ENGINEERING STAFF - Turgut Ersoy, P. Eng. 356-0390 Manager Geotechnical Engineer - Kirby Rimer 387 - 7706 Geotechnfcal Engineering Technician DESIGN SECTION - Bryan Kern, P. Eng. 387-7704 Senfor Geotechnical Engineer - Shannon Tao, P. Eng. 387-7705 Geotechnical Engineer - Ivan Grof, P. Eng. 387-7701 Geotechnical Engineer TERRAIN SECTION - Don Lister, P. Eng. 387-7703 Senior Terrain Evaluation Engineer - Rob Buchanan 387 -7702 Senior Terrain Analyst GENERAL PHONE NUFIBER FACSIMILE ADDRESS Geotechnical and Materials Engineering Branch Ministry of Transportatfon and Highways 4A - 940 Blanshard Street Victoria, B.C. V8W 3E6
6.1 .... DMFTIHG SERVICES Klas GAD Drafting Specialties 4954 Wesley Road Victoria, B.C., V8Y 1Y9 Phone No.: 658-5537 Attention: Wes or Shelley Klassen The above firm prepares Geotechnical AutoCAD drawings. Their charge rate is approximately $30.00/hx.
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: SECTION 6 Geotechnical Personnel
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 and 54: APPENDIX C Draft Summary Log
Page 55 and 56: ft. - m 26 - 7.9 27 - 8.2 28 - 8.5
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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