Geotechnical and Materials Engineering Standards for Bridge ...

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t TEST HOLE LOG Ministry of Transportation Geoiechnicol and TEST HOE N~ ' and Highways Materials Branch 89-3 Project SQUllAX BRIDGE ##I Locotion STA. 7+80.4, 6.1 m RT., (in river) Elevation 341.661 Dn'llw D. ROBERTS Method DiAMONP DRILL Dates 89-01-14/16 h - Gradotjon X Index C killing z & &-: = .9 ~ * ssg g G Details - PrOprtirj - Descfiprion ir e Z - E E 3." g t g - g z z w U v7 & , E & & E S E M W ~ W 2 n E 2 - rn U 5 - - 1 ([;PI GRAVEL - - - - -17 - Loose SAND, some to trace gravel, trace silt, subround SAMPLE TYPE SHE4R STRENGTH kPa TESTS A - Auger U - Unconfined Compressi~n M - Mechanical Analysis C - Core Fv - Field Vane Q,R,5 - Triaxiol Compression D - Dtnison Lv - Lab Vann C - Consolidation 5 - Split Spoon R - Remoulded DS - Direct Shear- T - Shelby Tube WI,Wp - Uquid, Plostlc Limits W - Wash W - Moisture Cantant Blowcount - Stondord Penetration Test (ASTM 1956) 16.0m END OF HOLE - Driller interpretation in - brackets - FILE No. 01-22-50 DRAWN BY: - Km SHEET of 01 01
A - Aupr U - Unconfined Compression M - Mechonicol Analysis C-Ccrc Fv - Field Vane Q,R,S - Triuxia[ Compression D - DcnSson Lv - Lab Vane C - Consolidation S - Sph Spoon R - Rtmmlded DS - Direct Shear, T - %by Tube 9 w - Lquid, pIas11c Limits W-WOS~ ' Pw - Moisture Content Blowcount - Standard Penetration Test (EM 1956) Elevation 353.8m 01-22-80 h DRAWN BY: IG/Kmm SHEET of 01 02
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: PLOT : B - BOUNDARY - defines defin
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 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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