Geotechnical and Materials Engineering Standards for Bridge ...

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TEST HOLE LOG Geotechnicol and Mderiols flronch EST HOLE No. 90-2 project fRaSfR IWER BRIDGE No. 109, NE4K CHURN CRLK locdllon STA 2H86.4, .ern RT. EFevdtisn 326.1 2m hiller D.fWEKTS Method ROTART ORlU Dotes 90-03-03 - 6mddon X Index w Dnlring n - E y % hpertjes Details - g F- w r . e Descriptf on . = e !E g L ~ - uI g g.""c w lowc count E E m s 6 a E s E 'L 'P g u and COBBLES to 18Omm and COBBLES to 12Qmm b - Auger U - Unconfined Compression M - Mechanical Anolysis C - Core Fv - meld Vane Q,R,S - Triaxiul Compression D - Dcnison Lv - Lob Vane C - Consolidation S - Split Spoon R - Remoulded DS - Direct Shear, T - Shelby Tube - Liquid, plast~c Limits - Moistcre Content W - Wash Blowcount - Stendord Penetration Test (ASTM 1956) WL"Wi 3 L.7 0) * L 01-22-43 DRAWN BY: BKIKMSCAD SHEET of 01 02 w 5 0
Mderiols Branch 90-2 Project W E R RIVER BRIDGE No. 109, NEAR CHURN CREEK Location Driller STA 20+86,4, .Sm RT. D. ROBERTS Method ROTARY DRILL OevatEofi Dates 326.1 2m 90-0343 # & s Blowcount, 18.4~1 - Details - 1 g d that he couldn't sample 26.5m END OF HOLE A - Auger U - Unconfined Compression kt - Mechanical Analysis ol-22-43 C - Core Fv - field Vane Q.R.5 - Triowiol Compression Q - Dtnison Lv - Lab Vane C - ConsoHdation S - $lit Spoon R - Remoulded DS - Direct Shear- T - Shelby Tube w w Liquid, plastic Limits L' WLW& 1 Moisture Content flowcount - Siurdord Penetration Test (ASTM 1956) - - DRAWN BY: .BK/KLASSW SHEET of 02 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 and 16: PLOT : B - BOUNDARY - defines defin
Page 17: A - Aupr U - Unconfined Compression
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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