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Area No. 8 Test Pit No. 191
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571912 Date 03 March 2003Easting 0568784 Weather -17 C, Snow Test Pit LocationElevation (m) 540 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM
0.75 1.0 SP
1.0 4.5 SP 5 94 1
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, silty
SAND
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-743 m @ 40 degrees from TP-189
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 192
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571934 Date 03 March 2003Easting 0568813 Weather -17 C, Snow Test Pit LocationElevation (m) 589 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 ML
1.0 4.5 SP 5 80 15
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT
SAND, some gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-830 m @ 66 degress from TP-191
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 193
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571952 Date 03 March 2003Easting 0568847 Weather -17 C, Snow Test Pit LocationElevation (m) 597 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM
0.75 4.5 SP 5 85 10
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, silty
SAND, trace gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-935 m @ 40 degrees from TP-192
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 194
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571991 Date 03 March 2003Easting 0568864 Weather -17 C, Snow Test Pit LocationElevation (m) 599 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 ML
1.0 4.0 SP 5 95
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT
SAND, trace silt
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-1035 m @ 60 degrees from TP-193
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 195
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6572031 Date 03 March 2003Easting 0569001 Weather -17 C, Snow Test Pit LocationElevation (m) 594 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.25 ML
1.25 4.0 SP 5 92 3
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT
SAND, trace silt
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-11105 m @ 68 degrees from TP-194
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 196
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6572000 Date 03 March 2003Easting 0569073 Weather -17 C, Snow Test Pit LocationElevation (m) 596 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.5 ML
0.5 4.0 SP 5 92 3
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT
SAND, trace silt
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-1275 m @ 122 degrees from TP-195
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 197
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571968 Date 03 March 2003Easting 0568988 Weather -17 C, Snow Test Pit LocationElevation (m) 591 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 2.25 SP 5 92 3
2.25 3.5 SP 5 95
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, trace gravel
SAND, trace silt
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-1340 m @ 180 degrees from TP-195
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 198
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571907 Date 03 March 2003Easting 0568885 Weather -17 C, Snow Test Pit LocationElevation (m) 592 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.5 SM
0.5 1.0 SP-SM 8 46 46
1.0 4.0 SP 5 92 3
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, silty
GRAVEL AND SAND
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-14115 m @ 240 degrees from TP-197
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 199
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571851 Date 03 March 2003Easting 0568884 Weather -17 C, Snow Test Pit LocationElevation (m) 589 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM
1.0 4.0 SP 5 90 5
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, silty
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-15135 m @ 147 degrees from TP-192
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 200
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571752 Date 03 March 2003Easting 0568826 Weather -17 C, Snow Test Pit LocationElevation (m) 594 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM
1.0 3.5 GP 8 32 60 8 200 4 42 54 1 1.0 3.5 x
3.5 5.0 SP 5 95
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SAND, silty
GRAVEL AND SAND
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-1695 m @ 159 degrees from TP-190
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 201
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571726 Date 04 March 2003Easting 0568924 Weather -20 C Test Pit LocationElevation (m) 575 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.5 ML
0.5 2.5 SP 5 90 5
2.5 4.0 SP 5 92 3
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT
SAND
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-16100 m @ 90 degrees from B (6571732, 0568807)
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 202
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571817 Date 04 March 2003Easting 0568984 Weather -20 C Test Pit LocationElevation (m) 574 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM 40 40 20
0.75 1.25 SP 5 85 10
1.25 1.5 SP-SM 6 47 47
1.5 2.5 SP 5 85 10
2.5 4.5 SP 5 92 3
Remarks
*Unified soils classification system symbol
Notes
SAND
Water Encountered: No Depth: Type:
SILT AND SAND
SAND, trace gravel
SAND AND GRAVEL
SAND, trace gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-18
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 203
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571662 Date 04 March 2003Easting 0568964 Weather -20 C Test Pit LocationElevation (m) 576 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM 40 40 20
1.0 1.25 SP-SM 8 72 20
1.25 3.5 ML-CL
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND
SAND, some gravel
SILT AND CLAY
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-19150 m @ 180 degrees from TP-202
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 204
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571731 Date 04 March 2003Easting 0569028 Weather -20 C Test Pit LocationElevation (m) 587 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM 40 40 20
0.75 2.5 GP 8 42 50 1 150 3 43 54 1 0.75 2.5 x
2.5 6.0 SP 5 80 15
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravelGRAVEL AND
SAND
SAND, some gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-20
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 205
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571801 Date 04 March 2003Easting 0569125 Weather -20 C Test Pit LocationElevation (m) 591 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM 40 40 20
0.75 2.25 SP 5 40 55 5 200 4 54 42 1 0.75 2.25 x
2.25 6.0 SP 5 80 15
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
SAND AND GRAVEL
SAND, some gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-21
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 206
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571862 Date 04 March 2003Easting 0569144 Weather -20 C Test Pit LocationElevation (m) 586 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM 40 40 20
1.0 3.0 SP 5 90 5
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
SAND, trace gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-2275 m @ 360 degrees from TP-205
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 207
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571722 Date 04 March 2003Easting 0569093 Weather -20 C Test Pit LocationElevation (m) 592 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM 40 40 20
1.0 3.0 GP-GM 15 25 60 15 300 8 33 59 1 1.0 3.0 x
3.0 6.0 SP 5 75 20 3 300
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
GRAVEL, sandy
SAND, some gravel
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-23
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 208
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571591 Date 04 March 2003Easting 0569147 Weather -20 C Test Pit LocationElevation (m) 588 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 2.5 SP 5 91 4 3 350
Remarks
*Unified soils classification system symbol
NotesWater Encountered: Yes Depth: 2.0 m Type: Water Table
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R4-24
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 209
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571666 Date 04 March 2003Easting 0569221 Weather -20 C Test Pit LocationElevation (m) 594 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.25 ML 50 40 10
1.25 1.75 GM 15 40 45 8 350
1.75 2.75 SM 15 45 40 5 150
2.75 4.5 SM 15 75 10
Remarks
*Unified soils classification system symbol
Water Encountered: No Depth: Type: Notes
SILT AND SAND, trace
gravel
GRAVEL AND SAND, some
silt
GRAVEL AND SAND, some
silt
SAND, some silt
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R5-1
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 210
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571783 Date 04 March 2003Easting 0569201 Weather -20 C Test Pit LocationElevation (m) 585 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 0.75 SM 40 40 20
0.75 2.75 GP 4 36 60 10 350 4 38 58 1 0.75 2.75 x
2.75 5.5 SP 5 50 45
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
GRAVEL AND SAND
SAND AND GRAVEL
From To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand GravelFines Sand Gravel FinesFrom To Description USC* Density / Consistency Plasticity Colour Moisture
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m) Type
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
R5-6,7
Area No. 8 Test Pit No. 211
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571765 Date 04 March 2003Easting 0569031 Weather -20 C, Snow Test Pit LocationElevation (m) 573 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM 40 40 20
1.0 2.0 SP 5 85 10
2.0 4.5 SP 5 94 1
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
SAND, trace gravel
SAND
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R5-850 m @ 360 degrees from TP-204
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
Area No. 8 Test Pit No. 212
Area Excavator Type Cat 322 B Photographs Location NotesProject KX04335 Contractor Kledo ConstructionGPS LocationNorthing 6571672 Date 04 March 2003Easting 0569028 Weather -20 C, Snow Test Pit LocationElevation (m) 576 Logged by BM ribbon
Lab. Gradation
Bucket Bag
0 0.25 OL
0.25 1.0 SM 40 40 20
1.0 1.5 GM 20 40 40 2 200
1.5 3.0 ML-CL
Remarks
*Unified soils classification system symbol
NotesWater Encountered: No Depth: Type:
SILT AND SAND, some
gravel
GRAVEL AND SAND
SILT AND CLAY
To(Check one)
TOPSOIL
Additional Oversize
(%)
Max. (mm)
Sums to 100%#
Sand Gravel
Type
From To Description USC* Fines Sand Gravel Fines FromDensity / Consistency Plasticity Colour Moisture
R5-950 m @ 180 degrees from TP-204
Soil Type Estimated Gradation Soil Properties
Sampling Information
Depth (m) General Soil Type Sums to 100% Depth (m)
Sierra-Yoyo-Desan Road Gravel Investigation
Sierra-Yoyo-Desan Road
J:\JOB\DATA\4335Area8_1 Sample Gradation.xls Avg Grade 04/23/2004 1:08 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD AREA GRAVEL INVESTIGATIONNEAR FORT NELSON, NORTHEASTERN BC
CHART D1-1 - AREA 8 SECTION 1 GRADATION CURVES AND AVERAGE GRADATION
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
AVERAGE GRADATION (%)
J:\JOB\DATA\4335Area8_1 Sample Gradation.xls 202-G SGSB 04/23/2004 2:42 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-2 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-G SELECT GRANULAR SUB-BASE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_1 Sample Gradation.xls 202-C 25WGBC 04/23/2004 2:43 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-3 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-C 25 MM WELL GRADED BASE COURSE AGGREGATE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_1 Sample Gradation.xls 202-B HFSA 04/23/2004 2:44 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-4 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-B HIGH FINES GRANULAR SURFACING AGGREGATE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_1 Sample Gradation with OS.xls Avg Grade 04/23/2004 1:03 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD AREA GRAVEL INVESTIGATIONNEAR FORT NELSON, NORTHEASTERN BC
CHART D1-5 - AREA 8 SECTION 1 GRADATION CURVES AND AVERAGE GRADATION ESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
AVERAGE GRADATION (%)
J:\JOB\DATA\4335Area8_1 Sample Gradation with OS.xls 202-G SGSB 04/23/2004 1:04 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-6 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-G SELECT GRANULAR SUB-BASE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_1 Sample Gradation with OS.xls 202-C 25WGBC 04/23/2004 1:05 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-7 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-C 25 MM WELL GRADED BASE COURSE AGGREGATE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_1 Sample Gradation with OS.xls 202-B HFSA 04/23/2004 1:06 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
TTP-166
TP-168
TP-170
TP-176_1
TP-176_2
TP-178
TP-182
TP-183
TP-184
TP-185
TP-187
TP-188
TP-189
TP-190
TP-200
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D1-8 - AREA 8 SECTION 1 GRADATION CURVES
MoT TABLE 202-B HIGH FINES GRANULAR SURFACING AGGREGATE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_3 Sample Gradation.xls Avg Grade 04/23/2004 2:59 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD AREA GRAVEL INVESTIGATIONNEAR FORT NELSON, NORTHEASTERN BC
CHART D3-1 - AREA 8 SECTION 3 GRADATION CURVES AND AVERAGE GRADATION
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
AVERAGE GRADATION (%)
J:\JOB\DATA\4335Area8_3 Sample Gradation.xls 202-G SGSB 04/23/2004 3:00 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-2 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-G SELECT GRANULAR SUB-BASE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_3 Sample Gradation.xls 202-C 25WGBC 04/23/2004 3:00 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-3 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-C 25 MM WELL GRADED BASE COURSE AGGREGATE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_3 Sample Gradation.xls 202-B HFSA 04/23/2004 3:01 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-4 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-B HIGH FINES GRANULAR SURFACING AGGREGATE SPECIFICATIONS
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\workcopy4335Area8_3 Sample Gradation with OS.xls Avg Grade 04/23/2004 2:58 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD AREA GRAVEL INVESTIGATIONNEAR FORT NELSON, NORTHEASTERN BC
CHART D3-5 - AREA 8 SECTION 3 GRADATION CURVES AND AVERAGE GRADATION ESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
AVERAGE GRADATION (%)
J:\JOB\DATA\workcopy4335Area8_3 Sample Gradation with OS.xls 202-G SGSB 04/23/2004 2:57 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-6 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-G SELECT GRANULAR SUB-BASE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\workcopy4335Area8_3 Sample Gradation with OS.xls 202-C 25WGBC 04/23/2004 2:56 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
3/4"1"2"3" 11/2" 1/2" 3/8" #4 #10 #20 #40 #60 #100 #200
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-7 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-C 25 MM WELL GRADED BASE COURSE AGGREGATE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
J:\JOB\DATA\4335Area8_3 Sample Gradation with OS.xls 202-B HFSA 04/23/2004 2:54 PM
100 75 37.5 25 19 12.5 9.5 4.75 1 0.1 0.075 0.01
#200#100#60#40#20#10#43/8"1/2"11/2"3" 2" 1" 3/4"
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE IN MILLIMETERS
PER
CEN
T FI
NER
BY
WEI
GH
T
TP-204
TP-205
TP-207
TP-210
SIERRA-YOYO-DESAN ROAD GRAVEL INVESTIGATIONCHART D3-8 - AREA 8 SECTION 3 GRADATION CURVES
MoT TABLE 202-B HIGH FINES GRANULAR SURFACING AGGREGATE SPECIFICATIONSESTIMATED OVERSIZE (>75mm) INCLUDED
US STANDARD SIEVE SIZESSIEVE OPENING IN INCHES
GRAVEL SANDFINES
Coarse Fine Coarse Medium Fine
CO
BB
LES
MINIMUM LIMIT
MAXIMUM LIMIT
