Geotechnical Factual Report dated February 2015. 2 Proposed Development The proposed development involves the extension of northern reclamation and car park area including infilling of the western entrance at Westhaven Marina and the development of new mooring piers. This is shown on the Waterfront Auckland WA Site Drawing (attached in Appendix A).Appendix A. Geotechnical Investigation
APPENDIX ‘A’ - GEOTECHNICAL REPORT TABLE OF CONTENTS GEOTECHNICAL REPORT FOR FROBISHER ROAD 1 Test Hole Locations 1 Test Hole Log #1 for Frobisher Road 2 Test Hole Log #2 for Frobisher Road 3 Test Hole Log #3 for Frobisher Road 4 Test Hole Log #4 for Frobisher Road 5 Test Hole Log #5 for Frobisher Road 6 Test Hole Log #6 for Frobisher Road 7 Atterberg Limits for Frobisher Road 8 Particle ...APPENDIX A: GEOTECHNICAL REPORT
APPENDIX A GEOTECHNICAL REPORT Dated October 21, 2008 The attached Geotechnical Engineering Investigation and dewatering ground water sampling was accomplished for the utilization of the Design Engineer during the design phases of this project. The criteria and recommendations stated herein are not to be construed as direction from the Design Engineer to the Contractor and are hereby provided ...GEOTECHNICAL ENGINEERING REPORT
Appendix A APPENDIX A. GEOTECHNICAL INVESTIGATION AND PEER REVIEW . 16055-D Caputo Drive, Morgan Hill, CA 95037 (408) 778-2818 * FAX (408) 779-6879 email: PacificGeo@aol.com May 27, 2003 (rev. August 4, 2003) Project 1899 EG Ms. Paula Hartman BY EMAIL [Hartman@Traenviro.com] & MAIL Thomas Reid Associates P.O. Box 880 Palo Alto, CA 94301 SUBJECT: PEER REVIEW Geotechnical Investigation Report ...101 How to Write a Geotechnical Report ...
APPENDIX B Geotechnical Data Report APPENDIX C 2015 NBCC Seismic Hazard Calculation Reports APPENDIX D Graphical Results of Slope Stability Analyses. 2 March 2020 19115216-007-R-Rev0 1 1.0 INTRODUCTION As requested by the Ministry of Transportation and Infrastructure (MoTI), Golder Associates Ltd. (Golder) has carried out a geotechnical investigation for the proposed improvements to Highway 93 ...APPENDIX C – GEOTECHNICAL ENGINEERING REPORT
APPENDIX ‘A’ GEOTECHNICAL REPORT. Quality Engineering | Valued Relationships www.trekgeotechnical.ca 1712 St. James Street | Winnipeg, Manitoba R3H 0L3 | Tel 1.204.975.9433 | Fax 1.204.975.9435 Morrison Hershfield 19-C-10 Sargent Avenue Pavement Renewal Prepared for: Morrison Hershfield 1-59 Scurfield Boulevard Winnipeg, MB R3Y 1V2 Attention: Ron Bruce, P. Eng Project Number: 0035 082 00 ...APPENDIX A GEOTECHNICAL REPORT - Prime Construction Group
Draft Environmental Impact Assessment Report APPENDIX A GEOTECHNICAL REPORT . DWAALBOOM SUBSTATION PRELIMINARY GEOTECHNICAL INVESTIGATION: SITE SELECTION DWAALBOOM SUBSTATION INTERPRETIVE REPORT Report No.: J28199-02 November 2008. REPORT NO: J28199-02 November 2008 P:\J28199_Dwaalboom\Reports\Detailed\J28199_Dwaalboom_Detailed_Rev02.doc SYNOPSIS This report describes the preliminary ...APPENDIX ‘A’ GEOTECHNICAL REPORT - Winnipeg
Geotechnical Engineering Report Proposed Dollar General Warren, Minnesota June ... be found on the boring logs included in Appendix A of this report. 3.2 Groundwater The boreholes were observed while drilling and after completion for the presence and level of groundwater. Groundwater was not observed in the borings while drilling, or for the short duration that the borings were allowed to ...APPENDIX A GEOTECHNICAL REPORT - City of Jacksonville Beach
APPENDIX D Laboratory Test Reports . BROOKSIDE CEMETERY WATER MAIN INTRODUCTION April 25, 2014 1 1.0 INTRODUCTION Stantec Consulting Ltd. (Stantec) was retained to undertake a geotechnical investigation to evaluate the existing soil and groundwater conditions along the alignment for the proposed water main at the Brookside Cemetery in Winnipeg, Manitoba. Three testholes were drilled on the ...APPENDIX A REPORT OF GEOTECHNICAL EXPLORATION
APPENDIX A FIELD INVESTIGATION Figures A1 through A6, Boring Logs APPENDIX B LABORATORY TESTING Figure B1, Direct Shear Test Results Figures B2 through B4, Consolidation Test Results Figure B5, Corrosivity Test Results . Geocon Project No. A9805-06-01 - 1 - August 2, 2018 GEOTECHNICAL INVESTIGATION 1. PURPOSE AND SCOPE This report presents the results of a geotechnical investigation for the ...APPENDIX ‘A’ GEOTECHNICAL REPORT - Winnipeg
geotechnical engineering report . prepared by: the riley group, inc. 17522 bothell way northeast bothell, washington 98011 . prepared for: windward real estate. 805 kirkland avenue, suite 200 . k. irkland, w. ashington . 98033 . rgi p. roject no. 2019-088 mccormick woods parcel a mccormick woods drive sw & st. andrews drive sw port orchard, washington. may 29, 2019 . lu19-plat prelim-02 ...Appendix J Geotechnical Report - Mississauga
Subject: Supplemental Geotechnical Report Revised Tentative Tract No. 53426,9503 Andora Avenue, City of Los Angeles, Califomia Mr. Ni, ln accordance with your request, we have prepared this report to address revisions to the Tentative Tract Map (provided to our office on by the project civil engineer Robert Kameoka). These revisions prompted supplemental geologic mapping, laboratory testing of ...Geotechnical Report - LA City Planning
APPENDIX A GEOTECHNICAL REPORTS. GEOTECHNICAL | ENVIRONMENTAL MATERIALS TESTING | SPECIAL INSPECTION AN EMPLOYEE-OWNED COMPANY 690 W. Capstone Ct., Hayden, ID 83835 Phone: 208.762.4721 • Fax: 208.762.0942 Hayden, ID • Lewiston, ID • Meridian, ID • Spokane Valley, WA • Missoula, MT www.allwesttesting.com February 17, 2020 Bernardo|Wills Architects, PC 153 South Jefferson Street ...APPENDIX H GEOTECHNICAL REPORTS
Presentation of Geotechnical Investigation Report Upon completion of the geotechnical investigation and analysis, the information and findings must be compiled in a standard report format. The report serves as the permanent record of all geotechnical data known to be pertinent to the project and is referred to throughout the design, construction, and service life of […]Appendix D: Geotechnical Investigation Report
APPENDICES APPENDIX A Previous Records of BoreholesDRAFT APPENDIX B Supplementary Records of Boreholes, Laboratory Test Data and Chemical Analyses. GEOTECHNICAL REPORT CITY OF LONDON SHIFT RAPID TRANSIT March 2018 Report No. 1657229-1000-R01 1 1.0 INTRODUCTION The City of London is proposing to construct a Bus Rapid Transit (BRT) system, comprised of four segments that will be combined into ...Appendix C Geotechnical Report - Los Angeles
Appendix Index Appendix A Test Pit Logs Appendix B Physical Laboratory Data . GHD | Geotechnical Investigation Report, Subdivision Lot 12 & 13 Lot Layout 9, Curve Lake, Ontario | 11148517-01 | Page 1 1. Introduction This report presents the results of a Geotechnical Investigation that was conducted in support of the proposed residential development to be located east of Mississauga Street and ...Appendix D-1 Geotechnical Report - Hayward
APPENDIX 7 GEOTECHNICAL INVESTIGATION (DOUGLAS PARTNERS) Report on Geotechnical Investigation Proposed Residential Development Lot 3 and Lot 15597 Wilkins Street Bellevue, WA Prepared for Morefield Holdings Project 82426.01 March 2015 . Report on Geotechnical Investigation Project 82426.01 Lot 3 and Lot 15597 Wilkins Street, Bellevue, WA March 2015 Table of Contents Page 1. Introduction ...APPENDIX E GEOTECHNICAL INVESTIGATION REPORT
GEOTECHNICAL INVESTIGATION REPORT NORTH BURNETT WASTE MANAGEMENT FACILITIES BIGGENDEN WASTE TRANSFER STATION . Job No: S20C-0043 I DOCUMENT ISSUE STATUS Origin of Document Chinchilla (Head Office) SQS Job Number S20C-0043 SQS Document Reference 2139 -Rep-Baker Rossow-Biggenden-Rev 0 ISSUE (Revision) DATE OF ISSUE PREPARED BY REVIEWED BY AUTHORISATION FOR ISSUE Name/RPEQ No. Signature 0 24 ...APPENDIX C - GEOTECHNICAL REPORT
Appendix G Geotechnical Reports . Appendix G1: Geotechnical Feasibility Study . Appendix G2: Infiltration Testing. ONTARIO RANCH BUSINESS PARK SPECIFIC PLAN DRAFT EIR CITY OF ONTARIO Appendices PlaceWorks This page intentionally left blank. GEOTECHNICAL FEASIBILITY STUDY PROPOSED COMMERCIAL/INDUSTRIAL DEVELOPMENT NEC Euclid Avenue and Merrill Avenue Ontario, California For Real Estate ...APPENDIX D GEOTECHNICAL REPORTS - Corona
Appendix D Geotechnical Investigation Report March 9, 2018 D.1 GEOTECHNICAL INVESTIGATION REPORT . Geotechnical Investigation Report Biogas Renewable Generation Project 7721 Figueroa Street Los Angeles, California Prepared for: City of Glendale 141 North Glendale Avenue Glendale, California 91206 Prepared by: Stantec Consulting Services Inc. 25864-F Business Center Drive Redlands, California ...Geotechnical Report Addendum
Plate 2 in Appendix A of this report. The Boring Logs, which illustrate the conditions encountered at the boring locations, as well as the results of some of the laboratory testing, are included in Appendix B. 4.2 Geotechnical Conditions Pavements Portland cement concrete (PCC) pavements were encountered at the ground surface at BoringAPPENDIX A - New Westminster
Appendices . APPENDIX A PDP DRAWINGS. APPENDIX B TEST PIT LOGS. FONTERRA, HAUTAPU DAIRY SITE PAGE 2 PRELIMINARY GEOTECHNICAL REPORT FOR BUXTON FARM SADDLE HILL SITE REF: AHN/R4101-3/slh/5 July 2018 FONTERRA . HAUTAPU DAIRY SITE . Preliminary Geotechnical Assessment of Buxton Farm Saddle Hill Site . 1. INTRODUCTION . The company is evaluating options for a new wastewater treatment plant on site ...Geotechnical Interpretive Report - Infrastructure Victoria
GEOTECHNICAL EXPLORATION Dear Ms. Gates: ENGEO prepared this geotechnical report for Hanover R.S. Limited Partnership as outlined in our agreement dated July 19, 2017. We characterized the subsurface conditions at the site to provide the enclosed geotechnical recommendations for design.Appendix G Geotechnical Investigation Summary Report
Appendix G – PCN Report. 1 of 2 PAVEMENT CLASSIFICATION NUMBER THE OHIO STATE UNIVERSITY AIRPORT MASTER PLAN PROJECT NO. 16081 BY: Kendra Dahl, Brandstetter Carroll Inc. January 15, 2019 The 2018 Airport Master Plan Update at the Ohio State University Airport included the calculation of a Pavement Classification Number (PCN) for the primary runway, Runway 9R-27L. This task involved the input ...GEOTECHNICAL INVESTIGATION 1050 PARKER STREET Berkeley ...
APPENDIX D1 GEOTECHNICAL REPORT BY DOUGLAS PARTNERS. Report on Geotechnical Investigation Proposed Solar Farm Goolma Road, Wellington, NSW Prepared for First Solar (Australia) Pty Ltd Project 91256.00 February 2018. Document History Document details Project No. 91256.00 Document No. 91256.00.R.001.Rev0 Document title Report on Geotechnical Investigation Proposed Solar Farm Site address Goolma ...
Appendix A Geotechnical Report
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