Geotechnical and Materials Engineering Standards for Bridge ...

More documents

Recommendations

Info

UNOING DRTR IN FILE 5 12/08/90 12:45 . - GfNEER : GILLESPIE LOCRTJUN : WEDDER TZf NE ID : NSlBB STD JOB # : R nlstry of Trans~ortakio~~ <strong>and</strong> diqhways ~tcchr~ical <strong>and</strong> Mate*-1 als Er-anch TI? ES!STPE (W/a*21 -8.2 2. 3.9 1.19 8.46 0.63 El. 20 E, 19 d. 75 Be64 8.57 0.75 6 87 0.55 e* 47 0.23 0.44 8.39 A 43 !a, 57 0.3 0.14 P. i?9 8.64 8. BB 8.81 8*84 0. e5 0. @a Bell 8.83 8.6 B. e5 la. 07 B. M B. ll B. J1 e. ie e. ed 0. & EXAMPLE #3
MINISTRY OF TRANSPORTATION AND HIGHWAYS Sita tocationr LANGLEY RAIL CPT Data n 06/10/86 Page Not 1 / 1 On Site LOCI vacuum eatur. Cone Usadt IYB STQ POREPRESS Comrnantml: PORE PRESSURE U (m. of water) SLEEVE FRICTION (tam-1 MNE BEARING Oc [b) FRICTION RATIO Rf I%) Depth Increment r .025 m MOX Depth r 18.9 m EXAMPLE #4
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 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 84 and 85: APPENDIX G Becker Hammer
Page 86: I I RECORD OF BO Iscation {See figu
show all

Geotechnical and Materials Engineering Standards for Bridge ...

Create successful ePaper yourself

Delete template?

Save as template?