CONTRACT 5E-2 APPENDIX A - TEST HOLE LOGS DYREGROV ROBINSON INC. PORTAGE AVE WINSTON DR BOURKEVALE CAVELL PARKSIDE DR ASSINIBOINE AVE

Transcription

1 APPENDIX A - TEST HOLE LOGS PORTAGE AVE TH -9 CONTRACT E- DR DR BOURKEVALE CAVELL WINSTON DR PARKSIDE DR ASSINIBOINE AVE AUTHORIZED BY: DATE: CONSULTING GEOTECHNICAL ENGINEERS AUTHORIZED /0/ CLIENT DRAWING NO. CLIENT DRAWING DESCRIPTION DESIGNED BY: REVIEWED BY: TEST HOLE LOCATION FOR FERRY ROAD CSR WORKS CONTRACT E- DRAWN BY: SCALE: Complex World Clear Solutions DRAWING NO. REV. NL NTS FIGURE_ 00

2 FINE GRAINED SOILS COARSE GRAINED SOILS EXPLANATION OF TERMS & SYMBOLS Description TH Log Symbols USCS Classification Fines (%) Laboratory Classification Criteria Grading Plasticity Notes S (More than 0% of coarse fraction of gravel size) CLEAN S (Little or no fines) DIRTY S (With some fines) Well graded gravels, sandy gravels, with little or no fines Poorly graded gravels, sandy gravels, with little or no fines Silty gravels, silty sandy gravels Clayey gravels, clayey sandy gravels GW 0- GP 0- GM > GC > C U > < C C < Not satisfying GW requirements Atterberg limits below A line or W P< Atterberg limits above A line or W P< Dual symbols if - % fines. Dual symbols if above A line and <W P< S (More than 0% of coarse fraction of sand size) CLEAN S (Little or no fines) DIRTY S (With some fines) Well graded sands, gravelly sands, with little or no fines Poorly graded sands, gravelly sands, with little or no fines Silty sands, sand-silt mixtures Clayey sands, sand-clay mixtures SW 0- SP 0- SM > SC > C U > < C C < Not satisfying SW requirements Atterberg limits below A line or W P< Atterberg limits above A line or W P< D C U D C C D D xd 0 SILTS (Below A line negligible organic content) W L<0 W L>0 Inorganic silts, silty or clayey fine sands, with slight plasticity Inorganic silts of high plasticity ML MH CLAYS (Above A line negligible organic content) W L<0 0<W L<0 W L>0 Inorganic clays, silty clays, sandy clays of low plasticity, lean clays Inorganic clays and silty clays of medium plasticity Inorganic clays of high plasticity, fat clays CL CI CH Classification is Based upon Plasticity Chart ORGANIC SILTS & CLAYS (Below A line) W L<0 W L>0 Organic silts and organic silty clays of low plasticity Organic clays of high plasticity OL OH HIGHLY ORGANIC SOILS Peat and other highly organic soils Pt Von Post Classification Limit Strong colour or odour, and often fibrous texture Asphalt Glacial Till Bedrock (Igneous) Concrete Clay Shale Bedrock (Limestone) CONSULTING GEOTECHNICAL ENGINEERS Fill Bedrock (Undifferentiated) Terms and Symbols

3 FRACTION PARTICLE SIZE (mm) Min. Max. RELATIVE PROPORTIONS (by weight) Boulders >00 Percent Descriptor Cobbles 00 >% main fraction Gravel Coarse 9 Fine. 9-0 and Coarse.0. Adjective Sand Medium e.g. silty, clayey Fine some Silt (non-plastic) or Clay (plastic) < 0.0 mm - 0 trace Soil Classification Example Clay 0% (main fraction), Silt %, Sand %, Gravel 8% Clay silty, some sand, trace gravel TERMS and SYMBOLS Laboratory and field tests are identified as follows: Unconfined Comp.: undrained shear strength (kpa or psf) derived from unconfined compression testing. Torvane: undrained shear strength (kpa or psf) measured using a Torvane Pocket Pen.: undrained shear strength (kpa or psf) measured using a pocket penetrometer. Unit Weight bulk unit weight of soil or rock (kn/m or pcf). SPT N Standard Penetration Test: The number of blows (N) required to drive a mm O.D. split barrel sampler 00 mm into the soil using a. kg hammer with a free fall drop height of 0 mm. DCPT Dynamic Cone Penetration Test. The number of blows (N) required to drive a 0 mm diameter cone 00 mm into the soil using a. kg hammer with a free fall drop height of 0 mm. M/C insitu soil moisture content in percent PL Plastic limit, moisture content in percent LL Liquid limit, moisture content in percent The undrained shear strength (Su) of cohesive soil is related to its consistency as follows: Su (kpa) Su (psf) CONSISTENCY < 0 very soft 0 soft 0 00 firm stiff very stiff hard The SPT - N of non-cohesive soil is related to compactness condition as follows: N Blows / 00 mm COMPACTNESS 0 - very loose - 0 loose 0-0 compact 0-0 dense 0 + very dense References: ASTM D8 Classification of Soils For Engineering Purposes (Unified Soil Classification System) Canadian Foundation Engineering Manual, th Edition, Canadian Geotechnical Society, 00 Terms and Symbols

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7 LOCATION: Bourkevale Drive - UTM N, 89 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: -09 :.0 Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - 0 mm thick and (Base) G0 G0 - mottled brown and grey below. m G0 T0 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// grey and wet below. m SILT (Till) - trace sand, trace gravel - grey, compact, moist END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G0 G08 G09 G0 COMPLETION DEPTH:. m COMPLETION DATE: //

8 LOCATION: Bourkevale Drive - UTM 9 N, 889 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: -0 :. Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - 0 mm thick G - mottled brown and grey below. m G G BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below. m END OF TEST HOLE AT. m IN CLAY. Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. T G G8 COMPLETION DEPTH:. m COMPLETION DATE: //

9 LOCATION: Bourkevale Drive - UTM N, 88 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - : CONCRETE - 0 mm thick (BASE) - mottled brown and grey below 0. m G9 G9 G98 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// SILT (Till) - trace sand, trace gravel, grey, dry, compact END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G99 G00 G0 G0 COMPLETION DEPTH:. m COMPLETION DATE: //

10 LOCATION: Bourkevale Drive - UTM N, 88 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - :. Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - 0 mm thick and (BASE) G - mottled brown and grey below. m G G BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// grey and wet below. m - trace sand, trace gravel END OF TEST HOLE AT. m IN CLAY. Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. T G G COMPLETION DEPTH:. m COMPLETION DATE: //

11 LOCATION: Bourkevale Drive - UTM N, 88 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - : CONCRETE - 0 mm thick and (BASE) G G8 - mottled brown and grey below m G9 0 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below. m END OF TEST HOLE AT. m IN CLAY. Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G0 G G COMPLETION DEPTH:. m COMPLETION DATE: //

12 LOCATION: Cavell Drive - UTM 08 N, 89 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - :. 8 0 CONCRETE - 0 mm G9 G0 - mottled brown and grey below m G BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// 0 9 END OF TEST HOLE AT. m IN CLAY. Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G G COMPLETION DEPTH:.0 m COMPLETION DATE: //

13 LOCATION: Cavell Drive - UTM 0 N, 8 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - :.8 Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - 0 mm thick - mottled brown and grey below. m G G T BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below. m END OF TEST HOLE AT. m IN CLAY. Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G G8 G9 COMPLETION DEPTH:. m COMPLETION DATE: //

14 LOCATION: Cavell Drive - UTM 0 N, 88 E CONTRACTOR: Maple Leaf Drilling Ltd. METHOD: Acker Renegade- mm SS augers TESTHOLE NO: - :. Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 G8 - mottled brown and grey below. m G9 G0 T BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// soft below. m SILT (Till) - trace clay, trace sand, trace gravel - brown - loose, moist - grey and moist to wet below.8 m END OF TEST HOLE AT. m IN SILT (TILL). No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips. G G G COMPLETION DEPTH:. m COMPLETION DATE: //

15 LOCATION: Cavell Drive - UTM N, 88 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: - :.9 Torvane (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - mm thick G0 - mottled brown and grey below. m G BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below. m SILT (Till) - trace sand, trace gravel - grey - loose, wet END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G T G G COMPLETION DEPTH:. m COMPLETION DATE: //

16 LOCATION: Cavell Drive - UTM 0 N, 8 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: -8 : CONCRETE - 0 mm thick G - mottled brown and grey below. m G BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// SILT (Till) - trace sand, trace gravel - grey - compact, moist END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G8 G9 G0 G COMPLETION DEPTH:. m COMPLETION DATE: //

17 LOCATION: Cavell Drive - UTM N, 8 E CONTRACTOR: Maple Leaf Drilling Ltd. METHOD: Acker Renegade- mm SS augers TESTHOLE NO: -9 : CONCRETE ( mm thick) SILT (Fill) - trace clay - brown, moist - mottled brown and grey below 0.9 m G G G 0 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// soft below.9 m - grey and wet below. m END OF TEST HOLE AT. m IN CLAY. No seepage or sloughing observed.. Test hole backfilled with auger cuttings and bentonite chips. G G COMPLETION DEPTH:.0 m COMPLETION DATE: //

18 LOCATION: Cavell Drive - UTM N, 89 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - mm SSA diameter auger TESTHOLE NO: -0 :. Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - 0 mm thick and (Base) CLAY - silty - mottled brown and grey G G 0 T BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// grey and wet below. m SILT (Till) - trace sand, trace gravel - grey - loose, moist to wet END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G G G COMPLETION DEPTH:. m COMPLETION DATE: //

19 LOCATION: Winston Drive - UTM 89 N, 8 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - drill rig, mm SS Augers TESTHOLE NO: - :.9 Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - mm thick - mottled brown and grey below m G9 G9 T9 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below. m SILT (Till) - trace sand, trace gravel - grey - compact, dry to moist END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G9 G9 G9 COMPLETION DEPTH:. m COMPLETION DATE: 8//

20 LOCATION: Winston Drive - UTM N, 89 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - drill rig, mm SS Augers TESTHOLE NO: - : CONCRETE - mm thick - mottled brown and grey below. m G8 G88 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// trace till inclusions below m SILT (Till) - trace sand, trace gravel - grey - loose, moist to wet END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G89 G90 G9 COMPLETION DEPTH:. m COMPLETION DATE: 8//

21 LOCATION: Winston Drive - UTM 8 N, 8 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - drill rig, mm SS Augers TESTHOLE NO: - :. 8 0 CONCRETE - 0 mm thick CRUSHED LIMESTONE (0 mm) G8 - mottled brown and grey below. m G8 G8 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// SILT (Till) - trace sand, trace gravel - grey - loose, wet - compact and moist below. m END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. T8 G8 G8 COMPLETION DEPTH:. m COMPLETION DATE: 8//

22 LOCATION: Winston Drive - UTM N, 8 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - drill rig, mm SS Augers TESTHOLE NO: - : CONCRETE - mm thick (BASE) G - mottled brown and grey below. m 0 G 9 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// 8 SILT (Till) - trace sand, trace gravel - grey - compact, moist END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G8 G9 G80 COMPLETION DEPTH:. m COMPLETION DATE: 8//

23 LOCATION: Winston Drive - UTM 0 N, 89 E CONTRACTOR: Paddock Drilling Ltd. METHOD: BRAT R - drill rig, mm SS Augers TESTHOLE NO: -8 :.88 Torvane (Su) kpa Unconfined Comp. (Su) kpa Pocket Pen. (Su) kpa 8 0 CONCRETE - mm thick (BASE) G0 0 G 9 - trace sand, trace gravel below m T 8 BH GEOTECH PLOTS -NEW ALT 9 A_WINSTON AND AREA.GPJ DATA TEMPLATE - AUGUST, 0.GDT 8// 8 SILT (Till) - trace sand, trace gravel - grey - compact, moist END OF TEST HOLE AT. m IN SILT (TILL). Frost to. m.. No sloughing or seepage observed.. Test hole backfilled with auger cuttings and bentonite chips.. Cold patch placed over core. G G G COMPLETION DEPTH:. m COMPLETION DATE: 8//