Geotechnical and Materials Engineering Standards for Bridge ...

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Ulnlstry af Transportation CONE PENETROMETER LOG Caotechn i eal and and Hfghways Matarl als Brnneh Pra ject RICHMOND E-W FREEWAY - File No Loc at ion STA. 103-8, 0.5m RT. Elevation 1.550 Engineer F MRXIMCHUK Date FEB 13 1905 TIP RESISTRNCE MPa B 5 10 15 2B 25 30 FRICTION RATIO f HOLE NO 85-0 f (SCALE 1:100) PORE PRESSURE HPa
Q Province of Ministry of Tansportation 4 - British Columbia and Highwrys -8L Kirby Rimer Geotechnical Engineering Technician VICTORIA RE: CFT Output MEMORANDUM December 7, 1990 3149 Production Way Burnaby, B.C. V5A 3H1 Our CPT outputs are still in the proeeae of being upgraded to a PC environment but our present output includes: 1. Field Plots: See example #1. Theee plots have no flexibility in scale. 2. HP Plots: See example #2. These plots are hard copy only on 81/2" x 11" paperlmylar. They can be 1, 2 or 3 boxes and have stepwise variable depth and pressure scales. 3. ASCII files: PC format field depth and pressure readings. 4. Listing: See example #3. These are field lFstFngs and also include pore pressure data w ith t ime . 5. Pore Pressure - Time Data. Field listings or interpreted data are available. Our future developments include: 1. PC/HP plots: See example #4. These plots have flexible depth scale, pressure scales, format (# boxes) ~sientation on 81/2 x 11" paper and if requested interpretat ion. for: Don Gilleapie GeotechnFcaE Engineer Manager, Geotechnical Operations
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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 -
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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
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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 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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