CCIL Aggregate and Soil Proficiency Sample Program 20121 of 4

Please read the instructions before beginning.Closing Date: Friday, January 6, 2012

To:Ian BullenFrom:

CCIL

2-165 Glendale Ave

St Catharines, ON L2T 2K2

Telephone:(905) 688-7497CCIL Lab #: Tel:

e-mail:

Tests to be carried out on Granular Base Aggregate samples (1.11A and 2.11A):

Sieve Analysis (Coarse Aggregate), ASTM C 136

Cumulative Percent PassingSample 1.11ASample 2.11A

Passing 20.0 mm Sieve (0.1%) / 2
Passing 16.0 mm Sieve (0.1%) / 3
Passing 12.5 mm Sieve (0.1%) / 4
Passing 10.0 mm Sieve (0.1%) / 5
Passing 5.0 mm Sieve (0.01%) / 6

Percent Crushed Particles, ASTM D 5821Sample 1.11ASample 2.11A

20.0 mm – 12.5 mm fraction (1250)
12.5 mm – 10.0 mm fraction (500 g)
10.0 mm – 5.0 mm fraction (200 g)
Percent crushed particles (weighted average) / 12

Fine Aggregate Tests to be carried out on Granular A samples:

Each laboratory must prepare its own fine aggregate test samples (3.11A and 4.11A) from the pass 5.0 mm portion of the Granular ‘A’ material (samples 1.11A and 2.11A).

Sieve Analysis (Fine Aggregate), ASTM C 136

Cumulative Percent PassingSample 3.11ASample 4.11A

Passing 2.50 mm Sieve (0.1%) / 20
Passing 1.25 mm Sieve (0.1%) / 21
Passing 630 µm Sieve (0.1%) / 22
Passing 315 µm Sieve (0.1%) / 23
Passing 160 µm Sieve (0.1%) / 24
Passing 80 µm Sieve (0.01%) / 25

CCIL Aggregate and Soil Proficiency Sample Program 20121 of 4

Please read the instructions before beginning.Closing Date: Friday, January 6, 2012

To:Ian BullenFrom:

CCIL

2-165 Glendale Ave

St Catharines, ON L2T 2K2

Telephone:(905) 688-7497CCIL Lab #: Tel:

email:

Compaction Characteristics of Soil, ASTM D 698

Sample 3.11ASample 4.11A

Maximum Wet Density t/m3 (nearest 0.001) / 31
Maximum Dry Density t/m3 (nearest 0.001) / 32
Optimum Moisture Content (nearest 0.01%) / 33

Relative Density and Absorption (Fine Aggregate), ASTM C 128

Sample 3.11ASample 4.11A

Relative Density OD (nearest 0.001) / 27
Relative Density SSD (nearest 0.001)
Apparent Relative Density (nearest 0.001)
Absorption (nearest 0.01 %) / 28

Micro-Deval Abrasion Loss (Fine Aggregate), ASTM D 7428

Sample 3.11ASample 4.11A

MDA Loss (nearest 0.1%) / 34

Control Sample Tested ( - Sutherland or  - James Dick); Number and Loss

Tests to be carried out on Asphalt stone samples (1.11ST and 2.11ST):

Wash Pass 80 µm, ASTM C 117Sample 1.11STSample 2.11ST

Loss by washing (0.01%) / 1

Los Angeles Abrasion, ASTM C 131Sample 1.11STSample 2.11ST

Los Angeles Abrasion loss (nearest 0.1%) / 8

Total Mass of steel spheres (g)

NOTE: The Micro-Deval Abrasion Test for fine aggregate requires testing of a laboratory control aggregate. Laboratories not reporting control sample test results or reporting control sample results out of range will be excluded from the analysis.

Please read the instructions before beginning.Closing Date: Friday, January 6, 2012

To:Ian BullenFrom:

CCIL

2-165 Glendale Ave

St Catharines, ON L2T 2K2

Telephone:(905) 688-7497CCIL Lab #: Tel:

e-mail:

Percent Flat and Elongated Particles, ASTM D 4791Sample 1.11STSample 2.11ST

20.0 mm - 12.5 mm fraction (1250 g)
12.5 mm – 10.0 mm fraction (500 g)
10.0 mm – 5.0 mm fraction (200 g)
Percent F & E particles (weighted average) / 13

Petrographic Analysis, ASTM C 294,5 or CSA A23.2-15A

Sample 1.11STSample 2.11ST

Petrographic Number (HL&C) / 14

Relative Density and Absorption (Coarse Aggregate), ASTM C 127

Sample 1.11STSample 2.11ST

Relative Density OD (nearest 0.001) / 9
Relative Density SSD (nearest 0.001)
Apparent Relative Density (nearest 0.001)
Absorption (nearest 0.01%) / 10

Micro-Deval Abrasion Loss (Coarse Aggregate), ASTM D 6928

Sample 1.11STSample 2.11ST

MDA CA Loss (nearest 0.1%) / 16

Control Sample Tested ( -Brechin No. 2 or  - Drain Brothers); Number and Loss

Sulphate Soundness (Coarse Aggregate), ASTM C 88

Sample 1.11STSample 2.11ST

Test sample loss, 10.0 mm (0.1%)
Test sample loss, 5.0 mm (0.1%)
Weighted sample loss (0.1%) / 11

NOTE: The Micro-Deval Abrasion Test requires testing of a laboratory control aggregate. Laboratories not reporting control sample test results or reporting control samples results out of range will be excluded from the analysis.

Please read the instructions before beginning.Closing Date: Friday, August 12, 2012

To:Ian BullenFrom:

CCIL

2-165 Glendale Ave

St Catharines, ON L2T 2K2

Telephone:(905) 688-7497CCIL Lab #: Tel:

email:

Freeze-Thaw Test, CSA A23.2-24a Sample 1.11STSample 2.11ST

20.0 mm - 12.5 mm fraction (1250 g)
12.5 mm – 10.0 mm fraction (1000 g)
10.0 mm – 5.0 mm fraction (500 g)
Weighted Freeze-Thaw Loss (nearest 0.1%) / 17

Control Sample Tested ( -Brechin No. 2 or  - Drain Brothers); Number and Loss

NOTE: The Freeze-Thaw test requires testing of a laboratory control aggregate. Laboratories not reporting control sample test results or reporting control samples results out of range will be excluded from the analysis.