Rock Sample Collection and Unconfined Compressive Test (ASTM D7012), Assessment Report on the Raven Property. New Westminster Mining Division

Transcription

1 Rock Sample Collection and Unconfined Compressive Test (ASTM D7012), Assessment Report on the Raven Property New Westminster Mining Division Mapsheet 92H/52 Latitude N Longitude W UTM Zone 10U Easting , Northing , NAD 83 By: David R. Deering, P. Eng. March 2, 2013

2 Table of Contents Page TABLE OF CONTENTS 2 LIST OF TABLES.. 3 LIST OF FIGURES 3 LIST OF APPENDICES INTRODUCTION PROPERTY DESCRIPTION AND LOCATION HISTORY WORK PROGRAM STATEMENT OF EXPENDITURES STATEMENT OF QUALIFICATIONS REFERENCES RAVEN PROPERTY 2013 ASSESSMENT REPORT 2

3 List of Tables TABLE 1. RAVEN PROPERTY CLAIM STATUS 5 TABLE 2. COMPRESSIVE STRENGTH.12 List of Figures FIGURE 1. PROPERTY LOCATION MAP..FOLLOWS PAGE 5 FIGURE 2. RAVEN PROPERTY CLAIM MAP. FOLLOWS PAGE 5 FIGURE SAMPLE LOCATION MAP...FOLLOWS PAGE 12 SAMPLE LOCATION MAPS 4.1 & FOLLOWS PAGE 12 List of Appendices APPENDIX 1. ROCK CORE UNCONFINED COMPRESSION TEST (ASTM D7012); METRO TESTING LABORATORIES LIMITED JOB NUMBER APPENDIX 2. PHOTOGRAPHS OF ROCK SAMPLES RQ1-3, METRO TESTING LABRATORIES LIMITED...26 RAVEN PROPERTY 2013 ASSESSMENT REPORT 3

4 1. Introduction The Raven Property mineral claims are located on Cogburn Creek, east Harrison Lake area described in Minfile # 092HNW078 Raven Black. The deposit type being evaluated on the Raven property is a medium- to coarsegrained, black gabbro to norite, referred as pyroxenite for use as a dimension stone and/or landscape/decorative aggregate product. This was the target of historical exploration programs, recent programs and remains the focus of current exploration efforts. This report addresses rock sample collection for testing of rock strength. Field sampling occurred during November 11-12, To date, David R. Deering, P.Eng. and George E. Nicholson, P.Geo., have directed and conducted the work. RAVEN PROPERTY 2013 ASSESSMENT REPORT 4

5 2. Property Description and Location The Raven property is comprised of 24 mineral claims located in the New Westminster Mining Division. The mineral claims are centred at approximately Latitude N and Longitude W on NTS map sheet 92H/12E which is east of Harrison Lake in the valley of Cogburn Creek and are shown on Fig 1. The mineral claim ownership is held jointly 50% by David Deering and 50% by George Nicholson. Mineral Claim details are shown in Table 1 and Fig 2. Table 1. Raven Property Mineral Claim Status Claim Number Area (ha) Good To Date /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/ /dec/05 24 mineral claims hectares RAVEN PROPERTY 2013 ASSESSMENT REPORT 5

6 Raven Property Bear Creek Lake Harrison Vancouver 7A New Westminster Harrison Hot Springs Coquitlam Langley Harrison Mills Agassiz Maple Ridge Mission 11 7 Abbotsford Chilliwack 9 7 Peace Arch Crossing Douglas Crossing Sumas Crossing Canada USA LEGEND Gravel Road Highway / Paved Road Trans-Canada Highway B r i t i s h C o l u m b i a Canada Harrison River Fraser River Canada - USA Border Stewart Fort St.John Dawson Creek Kilometres Prince Rupert Terrace Kitimat Smithers Houston Prince George Quesnel VANCOUVER ISLAND RAVEN PROPERTY VICTORIA VANCOUVER Williams Lake Merritt Hope Kamloops Vernon Kelowna Princeton Golden Revelstoke RAVEN PROPERTY COGBURN CREEK Nakusp NEW WESTMINSTER MINING DISTRICT, BRITISH COLUMBIA Cranbrook LOCATION MAP DATE: March 2013 SCALE: As shown FIGURE NO. 1

7 Ü COGBURN CREEK 092HNW073!( RAVEN BLACK HNW078!( C o g b u r n C r e e k Legend SETTLER CREEK 092HNW045!( !( Minfile Location Mineral Tenures Paved Road Rough Road Stream Contours (20m) River/Lake Vegetation RAVEN PROPERTY COGBURN CREEK S e t t l e r C r e e k Scale 1:20, Kilometers RAVEN PROPERTY MINERAL TENURE MAP Mapsheet: 092h UTM (Nad83 10N): E N March 2013 Figure

8 Access to the Raven Property from the village of Harrison Hot Springs is via Harrison Lake East Forestry Road for 32 kilometres north to Cogburn Main road, then 12 km east along Cogburn Creek FSR to the Raven property. ATV 4x4 Quad access to the Raven property is possible as the North Fork Bridge at 3.4km on the Cogburn Creek FSR is closed by the BC Ministry of Forest and Range (concrete bridge abutments are unstable )for normal vehicular crossing. Hut Creek bridge is washed-out at approximately 8.5 km on the Cogburn Creek FSR. The Raven Black Quarry (Minfile #092HNW078- Past Producer) is approximately 4km past Hut Creek. The area of the mineral claims was logged at different times approximately 30 and 50 years ago and at one time was burned over. It is now partially overgrown with younger cedar, hemlock and balsam. Numerous old logging spur roads and skidtrails exist over the mineral claims area and several of these are overgrown with alder and willows. An old spur road or skid trail approximately 35 meters in length on the north side of Cogburn Main was identified in 2012 and its location plotted along-side a rock bluff face. Logging operations are proceeding intermittently in the area from Lakeside Pacific Logging Co. a dry-sort landing and Harrison Lake barge loading facility. 3. History The first indications of a significant ore deposit in the region were discovered in 1923 along the Stulkawhits Creek, some 25 kilometres east of Harrison Lake. The Giant Mascot mine (Pacific Nickel Mine), near Hope, British Columbia, was the only nickel mine in the province. From 1959 to the curtailment of operations in 1974 a total of 4.2 million tonnes of ore was mined and milled with a mill grade of 0.77 % Ni and 0.34% Cu per ton or tonne. RAVEN PROPERTY 2013 ASSESSMENT REPORT 8

9 In 1974/75 Giant Mascot Inc. (Giant Mascot), the successor company to Pacific Nickel Mines Ltd., embarked on a limited exploration program of the ultramafic belt to the north and west of the mine area and of the intrusive Spuzzum Diorite and located smaller occurrences of copper nickel mineralization in mafic ultramafic rocks at the headwaters of Talc and Daioff Creek near The Old Settler Mountain, about 6 kms south of Cogburn Creek Valley. Giant Mascot Inc. defined a resource of 100 million tonnes grading 0.22% Ni and 0.22% Cu. Another zone was also located to the north along Settler Creek by Giant Mascot in the mid 1970 s. This zone was reported in Minfile 092HNW045 to be in a similar setting as the Pacific Nickel Mine in ultramafic rocks intruding the Cretaceous Settler schist. Magnetite and pyrrhotite were reported (3% and 4% respectively) with minor chalcopyrite. Six chip samples were taken between 2.44 metres to 16.5 metres with the best assay reported as 0.08% Ni and 0.033% Cu per ton. Although no other significant sulphide deposits associated with mafic- ultramafic rocks have been located within the Cogburn Creek Settler Creek area, the ultra mafic rocks have been periodically explored. The mineral claims that cover outcrops of medium-grained mafic ultramafic, of the Raven property were first staked in 1990 and tested for dimension stone properties by Granite Creation. In 1996, a program of quarrying at the site of current claim number (Minfile 092HNW078) produced a series of large test blocks. These blocks were cut into sample tiles and polished for demonstration and sales purposes; however, no information was reported (personal communication, M. Sanguinetti). In 1999, an exploration program was initiated at the request of Granite Creation and reported on by Sanguinetti. The work program conducted between December, 1999 through April, 2000 consisted of detailed mapping of the well-exposed outcrop on current claim number , collection of five samples for petrographic analysis, repairs of a logging spur road with examination of outcrop, and diamond drill sites selected. This was followed by a meter NQ diamond drill program in 13 holes on the old Raven #2, Raven #9 and Eagel#2 mineral claims (current RAVEN PROPERTY 2013 ASSESSMENT REPORT 9

10 claim numbers: , , ,513069, and ). For marketing purposes, a bulk sample of unknown number of blocks was quarried at Minfile site # 09HNW078 using a diamond wire saw. Several blocks were transported to the K&L Contracting Ltd., Rosedale, BC, gravel pit immediately east of the Agassiz Bridge on the north side of Highway 9. (personal communication, M. Sanguinetti). In 2006, David Deering obtained one block weighing approximately 1.6 tonnes from one of the previous owners, Mr John Archachan. The block was one of several extracted from the Raven Quarry Minfile Site in 2000 by Granite Creations. David Deering had the block processed at Margranite Industries into 12 x12 x 3/8 polished tile for preliminary evaluation. During the period July 19 and July 20, 2006 a work program collected 5 rock samples for whole rock chemical analysis at Acme Laboratories (Reference: Assessment Report dated March 31, 2007, EV# ). A work program for the period of May 26 and July 6, 2009 consisted of the collection of 25 rock samples (OX 1- OX 25) from 3 claim claims. RAVEN PROPERTY 2013 ASSESSMENT REPORT 10

11 4. Work Program Three large rock samples were collected from the Raven Property (See Fig 3, 4.1 & 4.2): 1. Raven Black Minfile No. 092HNW078 Test Site (Former Producer) location: RQ 1 from the south side of Cogburn Main FSR road, at the waste-laydown area of large broken blocks from the historical quarry operation, directly across the road from the Raven Black Minfile Site; RQ 2 from the Raven Black former producer quarry site. 2. Cogburn FSR Road-Cut at the proposed Raven Quarry Site (approximately 1.8 km west from Former Producer site) location: RQ 3 from bank, north side of Cogburn road cut from above the catchment-basin. Rock samples were taken from quarried rock pieces, outcrop, subcrop or float material. Samples were bagged and labelled in the field. Note: A forth sample, RQ 4 was taken approximately 60 meters west of RQ 3 from the rod cut high bank; however RQ 4was not core tested as it was too-weathered. Samples were transported by pick-up truck to Nicholson & Associates storage facility at Langley, BC. Samples were stored under lock and key in the storage building. Samples were delivered to Metro Laboratory Testing in Burnaby, BC by David Deering for processing. The samples were subject to Unconfined Compressive Test (ASTM D7012). 5 core samples were obtained: from sample RQ1 core samples RQ 1-1 and RQ 1-2 drilled at 90 to each other, RAVEN PROPERTY 2013 ASSESSMENT REPORT 11

12 from sample RQ2 core samples RQ 2-1 and RQ2-2 drilled at 90 to each other, from sample RQ 3 core sample RQ3.1 drilled. Compressive Strength results were obtained from testing (per ASTM D870) and the minimum compressive strengths of 5 cores samples are shown in Table 2 (See Metro Testing Laboratories results in Appendix I and sample photographs in Appendix 2). Table 2. Compressive Strength Sample Number MPa (Mega Pascal) psi (pounds per square inch-force) RQ ,321 RQ ,122 RQ ,885 RQ ,075 RQ ,885 Results from the unconfined compressive strength tests indicate that Raven black granite is very strong rock with values ranging from 144 to MPa (20,885-27,122 psi). As a comparison, typical granite has an average value of 131 MPa (19,000 psi). Test results indicate that Raven black granite rock is suitable for general building and structural purposes however, further standard testing of Raven black granite is recommended: 1) Test Method for Modulus of Rupture of Dimension Stone 2) Test Method for Abrasion Resistance of Stone Subject to Foot Traffic 3) Test Method for Freeze / Thaw Resistance of Dimension Stone 4) Other Physical Properties Tests RAVEN PROPERTY 2013 ASSESSMENT REPORT 12

13 Legend 2012 Sample Locations! Drill Holes!( Minfile Location ú Bridge Mineral Tenures Paved Road Rough Road Skid Trail / Road Stream Contours (20m) River/Lake Vegetation Samples RQ1 and RQ2 See Figure DDH DDH !.!.!.!( DDH RQ2 RAVEN BLACK 092HNW078 (Past Producer) RQ Ü COGBURN CREEK 092HNW073!( DDH ! Sample RQ3 See Figure Cogburn Main C o g b u r n C r e e k DDH !. DDH !. DDH DDH !.!. DDH !.!.!. DDH DDH !. DDH RQ3 DDH ! Settler Main RAVEN PROPERTY COGBURN CREEK Scale 1:7, Meters RAVEN PROPERTY 2012 SAMPLE LOCATIONS - KEY MAP Mapsheet: 092h UTM (Nad83 10N): E N March 2013 Figure

14 Legend ! Drill Holes Sample Locations RQ1 & RQ2 Cut Face; Diamond Wire Saw by Previous Operator 2000 Drill-Split by Previous Owner 1996 Mineral Tenures Paved Road Rough Road Raven Black Minfile Location Drill-Split Floor by Previous Owner 1996 "Flat" Floor of Quarry Diamond Wire Saw Cut by Previous Owner 2000 Waste & Partial Blocks Laydown Area Approximate Edge of Clearing Stream Contours (20m) River/Lake Vegetation D D D DDH !.!. DDH D D D D!. DDH RQ2 D Raven Black Minfile 092HNW078 (Past Producer) 2012-RQ1 Cogburn Main Ü C o g b u r n C r e e k RAVEN PROPERTY COGBURN CREEK Scale 1:1, Meters MINFILE 092HNW078 RAVEN BLACK MINFILE FORMER PRODUCER 2012 SAMPLE LOCATIONS, RQ1 & RQ2 Mapsheet: 092h UTM (Nad83 10N): E N March 2013 Figure

15 Ü Raven 2 Access Road DDH ! RQ3 DDH !. DDH ! DDH !. DDH !. DDH ! DDH !. Cogburn Main Legend ! Drill Holes Sample Location - RQ3 Mineral Tenures Paved Road Rough Road Skid Trail / Road Stream Contours (20m) River/Lake Vegetation C o g b u r n C r e e k RAVEN PROPERTY Scale 1:1, Meters COGBURN CREEK 2012 SAMPLE LOCATION, RQ3 Mapsheet: 092h UTM (Nad83 10N): E N March 2013 Figure

16 5. Statement of Expenditures FIELD PERSONNEL Totals R Simpson, Geo Tech 2.5 days@$450/day $1, B. McMichael. Field Tech, 1 day@$300/day $ Subtotal $1, CONSULTANTS Totals D. Deering, P.Eng. 1.5 day@$650/day $ Report Preparation $1, Subtotal $2, EQUIPMENT RENTAL & SUPPLIES (2) 4x4 Truck DRD 1.5 days@$100/day $ (1) 4x4 Truck NIC 1.5 days@$100/day $ (1) 4x4 ATV DRD Quad 1.5 days@$100/day $ (1) 4x4 ATV NIC Quad 1.5 days@$100/day $ (1) Power Saw 1.5 days@$20/day $30.00 Field Supplies(flagging,sample bags,notepaper,felts, etc.) $50.00 Subtotal $ ROOM & BOARD (TENT CAMP) CAMP & FOOD 2 men X 2 days 4 man $125man-day $ Subtotal $ EXPENSES G. Nicholson $93.64 D. Deering - Fuel, Gas & Oil (Trucks and ATV-Quads) & Food $ Subtotal $ CONTRACT SERVICES Metro Materials Testing Laboratory (Proform Invoice# 63787) $2, Zenith Mapping Consultants- Drafting (Performa Invoice) $ Subtotal $2, Total 2012 Statement of Expenditures $7, RAVEN PROPERTY 2013 ASSESSMENT REPORT 16

17 6. Statement of Qualifications - David R. Deering I, DAVID R. DEERING of Suite Victoria Street, New Westminster, British Columbia V3M oas hereby certify that: 1. I graduated with a Dipl. Tech. (Mining Technology) from the British Columbia Institute of Technology (BCIT) in I graduated with a B. Sc. (Mining Engineering) degree from the Colorado School of Mines in I have been employed in my profession with various companies since I am a registered member of the Association of Professional Engineers and Geoscientists of British Columbia and have been since s. I am responsible for preparation of all sections of this report utilizing data summarized in the References section of this report. 6. Ownership interest of the mineral claim claims is held jointly so% by David Deering and so% George Nicholson. 7. I am responsible for this report and the opinions expressed herein. 8. There are no material facts or material changes in the subject matter of this report that would mislead the reader. Signed in New Westminster, British Columbia, on the 2th day of March, RAVEN PROPERTY 2013 ASSESSMENT REPORT 12

18 7. References ASTM International, (2004), Standard Specifications for Granite Dimension Stone, Designation: C615-03, pp ASTM International, (2007), Standard Specifications for Granite Dimension Stone, Designation: C119-07a, pp Deering, D.R. (2006): Sample Collection and Assays Assessment Report on the Raven Quarry Property, New Westminster Mining Division; British Columbia Ministry of Energy and Mines, Assessment Report EV# Deering, D.R. (2009): Sample Collection and Assays Assessment Report on the Raven Quarry Property, New Westminster Mining Division; British Columbia Ministry of Energy and Mines, Assessment RAVEN PROPERTY 2013 ASSESSMENT REPORT 18

19 Appendix 1. Unconfined Compression Test (ASTM D7012) Metro Testing Laboratories Limited Job No: RAVEN PROPERTY 2013 ASSESSMENT REPORT 19

20 Unconfined Compression Test (ASTM D7012) Job No: Client: DRD Construction Project: Raven Quarry Subject: Rock Core Unconfined Compressive Strength Tests Test Date: 15-Feb-2013 Tested By: GW * Required fields Hole ID Sample ID* Rec'd Date Diameter (mm)* Length (mm)* Start Test End Test Max Load (kn)* Sample Weight (g) Comments Core RQ1-1 5-Feb :31:55 8:39: Core RQ1-2 5-Feb :49:05 8:56: Core RQ2-1 5-Feb :01:25 9:06: Core RQ2-2 5-Feb :10:45 9:15: Core RQ3 5-Feb :19:45 9:24: a Notes: Report

21 Metro Testing Laboratories Limited 6991 Curragh Ave., Burnaby, BC V5J 4V6 Tel: (604) Fax: (604) Unconfined Compression Test (ASTM D7012) Job No: Report Date: 15 Feb 2013 Client: DRD Construction Test Date: 15 Feb 2013 Project: Raven Quarry Rec'd Date: 5 Feb 2013 Hole ID: Core Sample ID: RQ1-1 Tested By: GW Rock Type Description: Photo Before Compression Test Diameter D = 44.1 mm Length L = 93.7 mm Ratio L/D = 2.1 Area A = 1.527E-03 m 2 Volume V = 1.431E-04 m 3 Weight W = g Unit Weight W/V = 3149 kg / m 3 Load Deformation Rate = 0.5 kn / sec. Maximum Load P = 235 kn Comp. Strength Ca (P/A) = MPa Moisture Content/Degree of Saturation at Test: N/A % Photo After Compression Test Storage Conditions: Failure Condition: (Type, rapidity, angle of failure or cone etc.) Per: Prakash Joshi, AScT, Eng.L Senior Materials Engineering Technologist a Before & After Photos Obtained Stress/Strain Curve Modulus Testing Available METRO TESTING GROUP OF COMPANIES Consulting Engineering Geotechnical Engineering Quality Management Inspection & Testing Mobile Laboratories Abbotsford Surrey Whistler Kelowna Squamish Salmon Arm Fort St. John -Servicing British Columbia s Construction Industry Since 1987-

22 Metro Testing Laboratories Limited 6991 Curragh Ave., Burnaby, BC V5J 4V6 Tel: (604) Fax: (604) Unconfined Compression Test (ASTM D7012) Job No: Report Date: 15 Feb 2013 Client: DRD Construction Test Date: 15 Feb 2013 Project: Raven Quarry Rec'd Date: 5 Feb 2013 Hole ID: Core Sample ID: RQ1-2 Tested By: GW Rock Type Description: Photo Before Compression Test Diameter D = 44.1 mm Length L = 93.1 mm Ratio L/D = 2.1 Area A = 1.527E-03 m 2 Volume V = 1.422E-04 m 3 Weight W = g Unit Weight W/V = 3145 kg / m 3 Load Deformation Rate = 0.7 kn / sec. Maximum Load P = 287 kn Comp. Strength Ca (P/A) = MPa Moisture Content/Degree of Saturation at Test: N/A % Photo After Compression Test Storage Conditions: Failure Condition: (Type, rapidity, angle of failure or cone etc.) Per: Prakash Joshi, AScT, Eng.L Senior Materials Engineering Technologist a Before & After Photos Obtained Stress/Strain Curve Modulus Testing Available METRO TESTING GROUP OF COMPANIES Consulting Engineering Geotechnical Engineering Quality Management Inspection & Testing Mobile Laboratories Abbotsford Surrey Whistler Kelowna Squamish Salmon Arm Fort St. John -Servicing British Columbia s Construction Industry Since 1987-

23 Metro Testing Laboratories Limited 6991 Curragh Ave., Burnaby, BC V5J 4V6 Tel: (604) Fax: (604) Unconfined Compression Test (ASTM D7012) Job No: Report Date: 15 Feb 2013 Client: DRD Construction Test Date: 15 Feb 2013 Project: Raven Quarry Rec'd Date: 5 Feb 2013 Hole ID: Core Sample ID: RQ2-1 Tested By: GW Rock Type Description: Photo Before Compression Test Diameter D = 44.1 mm Length L = 93.8 mm Ratio L/D = 2.1 Area A = 1.527E-03 m 2 Volume V = 1.433E-04 m 3 Weight W = g Unit Weight W/V = 2769 kg / m 3 Load Deformation Rate = 0.7 kn / sec. Maximum Load P = 220 kn Comp. Strength Ca (P/A) = MPa Moisture Content/Degree of Saturation at Test: N/A % Photo After Compression Test Storage Conditions: Failure Condition: (Type, rapidity, angle of failure or cone etc.) Per: Prakash Joshi, AScT, Eng.L Senior Materials Engineering Technologist a Before & After Photos Obtained Stress/Strain Curve Modulus Testing Available METRO TESTING GROUP OF COMPANIES Consulting Engineering Geotechnical Engineering Quality Management Inspection & Testing Mobile Laboratories Abbotsford Surrey Whistler Kelowna Squamish Salmon Arm Fort St. John -Servicing British Columbia s Construction Industry Since 1987-

24 Metro Testing Laboratories Limited 6991 Curragh Ave., Burnaby, BC V5J 4V6 Tel: (604) Fax: (604) Unconfined Compression Test (ASTM D7012) Job No: Report Date: 15 Feb 2013 Client: DRD Construction Test Date: 15 Feb 2013 Project: Raven Quarry Rec'd Date: 5 Feb 2013 Hole ID: Core Sample ID: RQ2-2 Tested By: GW Rock Type Description: Photo Before Compression Test Diameter D = 44.1 mm Length L = 94.2 mm Ratio L/D = 2.1 Area A = 1.527E-03 m 2 Volume V = 1.439E-04 m 3 Weight W = g Unit Weight W/V = 2778 kg / m 3 Load Deformation Rate = 0.9 kn / sec. Maximum Load P = 243 kn Comp. Strength Ca (P/A) = MPa Moisture Content/Degree of Saturation at Test: N/A % Photo After Compression Test Storage Conditions: Failure Condition: (Type, rapidity, angle of failure or cone etc.) Per: Prakash Joshi, AScT, Eng.L Senior Materials Engineering Technologist a Before & After Photos Obtained Stress/Strain Curve Modulus Testing Available METRO TESTING GROUP OF COMPANIES Consulting Engineering Geotechnical Engineering Quality Management Inspection & Testing Mobile Laboratories Abbotsford Surrey Whistler Kelowna Squamish Salmon Arm Fort St. John -Servicing British Columbia s Construction Industry Since 1987-

25 Metro Testing Laboratories Limited 6991 Curragh Ave., Burnaby, BC V5J 4V6 Tel: (604) Fax: (604) Unconfined Compression Test (ASTM D7012) Job No: Report Date: 15 Feb 2013 Client: DRD Construction Test Date: 15 Feb 2013 Project: Raven Quarry Rec'd Date: 5 Feb 2013 Hole ID: Core Sample ID: RQ3 Tested By: GW Rock Type Description: Photo Before Compression Test Diameter D = 44.1 mm Length L = 94.0 mm Ratio L/D = 2.1 Area A = 1.527E-03 m 2 Volume V = 1.436E-04 m 3 Weight W = g Unit Weight W/V = 2848 kg / m 3 Load Deformation Rate = 0.8 kn / sec. Maximum Load P = 220 kn Comp. Strength Ca (P/A) = MPa Moisture Content/Degree of Saturation at Test: N/A % Photo After Compression Test Storage Conditions: Failure Condition: (Type, rapidity, angle of failure or cone etc.) Per: Prakash Joshi, AScT, Eng.L Senior Materials Engineering Technologist a Before & After Photos Obtained Stress/Strain Curve Modulus Testing Available METRO TESTING GROUP OF COMPANIES Consulting Engineering Geotechnical Engineering Quality Management Inspection & Testing Mobile Laboratories Abbotsford Surrey Whistler Kelowna Squamish Salmon Arm Fort St. John -Servicing British Columbia s Construction Industry Since 1987-

26 Appendix 2. Photographs of Rock Samples RQ1-3, Metro Testing Laboratories Limited Job No: RAVEN PROPERTY 2013 ASSESSMENT REPORT 26

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