resistance of coarse aggregate to degradation by … · 19 x 16mm, 16 x 12.5mm, 12.5 x 9.5mm sieve...

Notice: The test data given herein pertain to the sample provided and may not be applicable to material from other production

zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300, 3811 North Fraser Way, Burnaby, BC Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

RESISTANCE OF COARSE AGGREGATE TO DEGRADATION BY ABRASION IN

THE MICRO-DEVAL APPARATUS ASTM D 6928

March 22, 2019 Project Number: 1792837-9000 MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE Suite 310 – 1500 Woolridge St. Coquitlam, BC V3K 0B8 ATTENTION: Mr. Ahamed Sameen PROJECT: Cook Creek Pit, Vancouver Island District

Sample: TP 19-1, Bag 129, SA #1 (Laboratory Crushed to Passing 25 mm) Source: Cook Creek Pit

Date received: February 11, 2019 Sampled by: Client Date tested: March 1, 2019 Tested by: VN

Grading Section 8.2 19 x 16mm, 16 x 12.5mm, 12.5 x 9.5mm sieve

Loss at Conclusion of Test (%) 6.4

Validation test: Drain Brothers control aggregate loss was 13.0 %, tested on March 1, 2019. Valid range is between 11.4% and 14.8% Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu



RESISTANCE OF FINE AGGREGATE TO DEGRADATION BY ABRASION IN



Sample: TP 19-1, Bag 129, SA #1 Source: Cook Creek Pit


Grading Fines 4.75 x 0.075 mm sieve


Note: Sutherland Sand control aggregate loss was 18.1 %, tested on March 5, 2019. Valid range is between 15.2% and 18.4% Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu


zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300 - 3811 North Fraser Way, Burnaby, BC Canada, V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

FRACTURE COUNT OF COARSE AGGREGATE

BCH 1-13, ASTM D5821



Date received: February 11, 2019 Sampled by: Client Date tested: March 1, 2019 Tested by: VN Method A (By count, at least one fractured face)

Aggregate Size (mm)

Fractured (pieces)

Unfractured (pieces)

Total (pieces)

Percent Fractured (%)

25 × 19 23 13 36 63.9 19 × 12.5 115 87 202 56.9 12.5 × 9.5 153 127 280 54.6 9.5 × 4.75 1578 938 2516 62.7

Total 1869 1165 3034 61.6 Method B (By mass, two or more fractured faces)

Aggregate Size (mm)

Fractured (grams)

Unfractured (grams)

Total (grams)


25 x 4.75 2087.6 1778.1 3865.7 54.0

Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu



RESISTANCE OF COARSE AGGREGATE TO DEGRADATION BY ABRASION IN





Grading Section 8.2 19 x 16mm, 16 x 12.5mm, 12.5 x 9.5mm sieve


Validation test: Drain Brothers control aggregate loss was 13.0 %, tested on March 1, 2019. Valid range is between 11.4% and 14.8% Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu



RESISTANCE OF FINE AGGREGATE TO DEGRADATION BY ABRASION IN





Grading Fines 4.75 x 0.075 mm sieve


Note: Sutherland Sand control aggregate loss was 18.1 %, tested on March 5, 2019. Valid range is between 15.2% and 18.4% Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu


zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300 - 3811 North Fraser Way, Burnaby, BC Canada, V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

FRACTURE COUNT OF COARSE AGGREGATE

BCH 1-13, ASTM D5821



Date received: February 11, 2019 Sampled by: Client Date tested: March 1, 2019 Tested by: VN Method A (By count, at least one fractured face)

Aggregate Size (mm)

Fractured (pieces)

Unfractured (pieces)

Total (pieces)


25 × 19 13 17 30 43.3 19 × 12.5 55 91 146 37.7 12.5 × 9.5 77 226 303 25.4 9.5 × 4.75 1261 1459 2720 46.4

Total 1406 1793 3199 44.0 Method B (By mass, two or more fractured faces)

Aggregate Size (mm)

Fractured (grams)

Unfractured (grams)

Total (grams)


25 x 4.75 1269.6 2409.5 3679.1 34.5


LHu

Lily Hu

Notice: The test data given herein pertain to the sample provided, and may not be applicable to material from other production zones/periods.

This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300, 3811 North Fraser Way, Burnaby, BC Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

SOUNDNESS OF AGGREGATE BY USE OF MAGNESIUM SULFATE

ASTM C 88



Date received: February 11, 2019 Sampled by: Client Date tested: March 4 - 12, 2019 Tested by: VN

Sieve Fraction (mm)

Original Grading % Retained

Mass/Fraction Before Test (g) Loss (%) Weighted Loss

(%)

50 × 37.5 10.1 -- 3.2(1) 0.3

37.5 × 25 25 × 19 33.9 1502.1 3.2 1.1

19 × 12.5 12.5 × 9.5 27.8 1001.0 3.1 0.9

9.5 × 4.75 28.2 300.7 2.3 0.6

100.0 TOTAL 2.9 Note: (1) Don’t have enough material for the testing and assumed to have the same loss % as the next fraction Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu

Notice: The test data given herein pertain to the sample provided and may not be applicable to material from other production zones/periods.



ASTM C 88




Sieve Fraction (mm)



(%)

4.75 - 2.36 27.8 100.0 7.3 2.0

2.36 - 1.18 22.9 100.0 7.5 1.7

1.18 - 0.600 17.9 100.0 5.2 0.9

0.600 - 0.300 18.8 100.0 2.6 0.5

< 0.300 12.6 -- 0.0(1) 0.0

100.0 TOTAL 5.1

Note: (1) Size fractions finer than 0.300 mm are assumed to have 0.0 % loss per clause 11.1.3.1 Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu

SIEVE ANALYSIS OF FINEAND COARSE AGGREGATE

ASTM C 136 / C 117

MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE March 22, 2019Suite 310 - 1500 Woolridge St Project Number: 1792837-9000Coquitlam, BC, V3K 0B8

ATTENTION: Mr. Ahamed Sameen

PROJECT: Cook Creek Pit, Vancouver Island District

DATE RECEIVED: SAMPLED BY: Client DATE TESTED: TESTED BY: SM

+ 4.75 - 4.7575 0 0.0 100.0 0.050 444 2.0 98.0 3.4

37.5 872 3.9 94.1 6.725 2932 13.1 81.1 22.519 1478 6.6 74.5 11.4

12.5 2306 10.3 64.2 17.79.5 1312 5.8 58.4 10.1

4.75 3670 16.3 42.1 28.22.36 108.83 11.7 30.4 27.81.18 89.48 9.6 20.8 22.9

0.600 70.03 7.5 13.2 17.90.300 73.7 7.9 5.3 18.80.150 35.34 3.8 1.5 9.00.075 8.82 0.9 0.6 2.3PAN 5.25 0.6 0 1.3Total 100.0 100.0 100.0

Note: Tested sample represents entirety of sample provided by client.Total mass + 4.75mm: 13014 g Mass before wash: 391.6 gTotal mass - 4.75mm: 9448 g Mass after wash: 386.7 gTotal mass of sample: 22462 g Wash loss fines: 4.9 g

Fines from pan: 0.34 g

Reported by: Reviewed by:L. Hu, M. Sc. E., P.Eng.

Notice: The test data given herein pertain to the sample provided, and may not be applicable to material from other zones/depths. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request.

MATERIAL SPECIFICATION: Individual % Retained (Split values)% PassingSieve Size (mm) % RetainedMass Ret. (g)

S. John,AScT

Sample:Source:

TP 19-4, Bag 126, SA #1 Cook Creek Pit

SIEVE ANALYSIS

February 11, 2019February 26, 2019

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

75 50 37.5 25 19 12.5 9.5 4.75 2.36 1.18 0.600 0.300 0.150 0.075

Perc

ent P

assi

ng

Sieve Size (mm)

GOLDER ASSOCIATES LIMITED, 300 - 3811 North Fraser Way, Burnaby, BC Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

LHu

Lily Hu


zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300 - 3811 North Fraser Way, Burnaby, BC Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

RELATIVE DENSITY (SPECIFIC GRAVITY) AND ABSORPTION OF COARSE AGGREGATE

ASTM C 127



Date received: February 11, 2019 Sampled by: Client Date tested: February 28, 2019 Tested by: VN

Trial No. Mass (g) Relative Density (Dry Basis)

Relative Density (SSD Basis)

Apparent Relative Density

Absorption (%)

1 4380.7 2.853 2.885 2.947 1.12

2 4672.8 2.855 2.887 2.950 1.13

AVERAGE 2.854 2.886 2.949 1.13 Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu


zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300 - 3811 North Fraser Way, Burnaby, BC, Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

RELATIVE DENSITY (SPECIFIC GRAVITY) AND ABSORPTION OF FINE AGGREGATE

ASTM C 128



Date received: February 11, 2019 Sampled by: Client Date tested: February 28, 2019 Tested by: KS




Absorption (%)

1 500.0 2.605 2.684 2.828 3.03

2 500.0 2.606 2.685 2.831 3.05


LHu

Lily Hu



SAND EQUIVALENT VALUE OF SOILS AND FINE AGGREGATE

ASTM D 2419



Date received: February 11, 2019 Sampled by: Client Date tested: March 1, 2019 Tested by: DC

TRIAL # SEDIMENTATION PERIOD (min)

CLAY HEIGHT (inches)

SAND HEIGHT (inches)

SAND EQUIVALENT

1 20.00 5.0 4.4 88

2 20.00 4.8 4.1 85

3 20.00 5.0 4.4 88

AVERAGE 87 Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu

Notice: The test data given herein pertain to the sample provided, and may not be applicable to material from other production zones/periods.



ASTM C 88




Sieve Fraction (mm)



(%)

50 × 37.5 20.9 3555.6 0.0 0.0

37.5 × 25 25 × 19 22.9 1501.2 0.4 0.1

19 × 12.5 12.5 × 9.5 28.7 1002.9 3.1 0.9

9.5 × 4.75 27.5 300.2 7.3 2.0

100.0 TOTAL 3.0


LHu

Lily Hu

Notice: The test data given herein pertain to the sample provided and may not be applicable to material from other production zones/periods.



ASTM C 88




Sieve Fraction (mm)



(%)

4.75 - 2.36 31.3 100.0 7.3 2.3

2.36 - 1.18 26.1 100.0 7.4 1.9

1.18 - 0.600 20.9 100.0 4.9 1.0

0.600 - 0.300 15.0 100.0 2.3 0.3

< 0.300 6.7 -- 0.0(1) 0.0

100.0 TOTAL 5.5

Note: (1) Size fractions finer than 0.300 mm are assumed to have 0.0 % loss per clause 11.1.3.1 Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu

SIEVE ANALYSIS OF FINEAND COARSE AGGREGATE

ASTM C 136 / C 117

MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE March 22, 2019Suite 310 - 1500 Woolridge St Project Number: 1792837-9000Coquitlam, BC, V3K 0B8

ATTENTION: Mr. Ahamed Sameen

PROJECT: Cook Creek Pit, Vancouver Island District

DATE RECEIVED: SAMPLED BY: Client DATE TESTED: TESTED BY: SM

+ 4.75 - 4.7575 0 0.0 100.0 0.050 1390 6.0 94.0 10.5

37.5 1370 5.9 88.1 10.425 1581 6.8 81.3 12.019 1439 6.2 75.1 10.9

12.5 2290 9.9 65.2 17.49.5 1494 6.4 58.8 11.3

4.75 3627 15.6 43.2 27.52.36 116.59 13.5 29.7 31.31.18 97.31 11.3 18.4 26.1

0.600 77.96 9.0 9.4 20.90.300 55.9 6.5 2.9 15.00.150 17.7 2.1 0.8 4.70.075 3.03 0.4 0.5 0.8PAN 4.26 0.5 0 1.1Total 100.0 100.0 100.0

Note: Tested sample represents entirety of sample provided by client.Total mass + 4.75mm: 13191 g Mass before wash: 372.8 gTotal mass - 4.75mm: 10023 g Mass after wash: 368.7 gTotal mass of sample: 23214 g Wash loss fines: 4.0 g

Fines from pan: 0.23 g

Reported by: Reviewed by:L. Hu, M. Sc. E., P.Eng.

Notice: The test data given herein pertain to the sample provided, and may not be applicable to material from other zones/depths. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request.

MATERIAL SPECIFICATION: Individual % Retained (Split values)% PassingSieve Size (mm) % RetainedMass Ret. (g)

S. John,AScT

Sample:Source:

TP 19-6, Bag 122, SA #1 Cook Creek Pit

SIEVE ANALYSIS

February 11, 2019February 26, 2019

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

90.0

100.0

75 50 37.5 25 19 12.5 9.5 4.75 2.36 1.18 0.600 0.300 0.150 0.075

Perc

ent P

assi

ng

Sieve Size (mm)

GOLDER ASSOCIATES LIMITED, 300 - 3811 North Fraser Way, Burnaby, BC Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

LHu

Lily Hu



RELATIVE DENSITY (SPECIFIC GRAVITY) AND ABSORPTION OF COARSE AGGREGATE

ASTM C 127



Date received: February 11, 2019 Sampled by: Client Date tested: February 28, 2019 Tested by: VN




Absorption (%)

1 4405.7 2.797 2.838 2.915 1.44

2 4323.9 2.800 2.837 2.907 1.32


LHu

Lily Hu


zones/periods. This report constitutes a testing service only. Interpretation of the data given here may be provided upon request. GOLDER ASSOCIATES LTD., 300 - 3811 North Fraser Way, Burnaby, BC, Canada V5J 5J2 Tel: 604-412-6899 Fax: 604-412-6816

RELATIVE DENSITY (SPECIFIC GRAVITY) AND ABSORPTION OF FINE AGGREGATE

ASTM C 128



Date received: February 11, 2019 Sampled by: Client Date tested: February 28, 2019 Tested by: KS




Absorption (%)

1 500.0 2.674 2.755 2.909 3.03

2 500.0 2.670 2.750 2.903 3.01


LHu

Lily Hu



SAND EQUIVALENT VALUE OF SOILS AND FINE AGGREGATE

ASTM D 2419



Date received: February 11, 2019 Sampled by: Client Date tested: March 1, 2019 Tested by: DC

TRIAL # SEDIMENTATION PERIOD (min)

CLAY HEIGHT (inches)

SAND HEIGHT (inches)

SAND EQUIVALENT

1 20.00 4.5 4.3 96

2 20.00 4.5 4.2 93

3 20.00 4.5 4.2 93

AVERAGE 94 Reported by: S. John, AScT Reviewed by: L. Hu, M. Sc. E., P.Eng.

LHu

Lily Hu

resistance of coarse aggregate to degradation by … · 19 x 16mm, 16 x 12.5mm, 12.5 x 9.5mm sieve...

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