Print Report | Back to Sample Detail

Sample Record for 2023-04-19-79

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214986 DEA: 041J9704 EFIS: 0414000404 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL-17-2.8/13.94
Work Description: PAVING WITH RHMA, COLD PLANE AC, AND INSTALL CULVERT.
Location Description: SANTA CLARA COUNTY IN AND NEAR LOS GATOS, CAMPBELL AND SAN JOSE FROM HEBARD ROAD TO ROUTE 17/280 SEPARATION
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 120 Granite Rock, San Jose, CA 95136
Resident Engineer: Ali Nikzad Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-04-19-79
TL Number from the TL Form: TL-C927716
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2023
The quantity of what the sample constitutes: 24 boxes HMA, 4 qts Oil, 5 BAGS BIN 1, 5 BAGS BIN 2, 5 BAGS BIN 3, 4 BAGS BIN 4
A brief description of the sample: MIX:917 3/4" RHMA-G SP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Batch plant

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-35-0012
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Material pulled from bin 1, 2, 3 AND 4
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-04-19-79-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 74 %
Cumulative percent passing the 1/2 in. sieve 2 %
Cumulative percent passing the 3/8 in. sieve 1 %
Cumulative percent passing the #4 sieve 1 %
Cumulative percent passing the #8 sieve 1 %
Cumulative percent passing the #16 sieve 1 %
Cumulative percent passing the #30 sieve 1 %
Cumulative percent passing the #50 sieve no data0 %
Cumulative percent passing the #100 sieve no data0 %
Cumulative percent passing the #200 sieve 0.2 %

Test 2 of 6

DIME Test ID: 2023-04-19-79-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: BIN 4, BIN 3, BIN 2, BIN 1
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 80 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 39 %
Cumulative percent passing the #8 sieve 12 %
Cumulative percent passing the #16 sieve 7 %
Cumulative percent passing the #30 sieve 4 %
Cumulative percent passing the #50 sieve 3 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.6 %

Test 3 of 6

DIME Test ID: 2023-04-19-79-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: production startup
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 84

Test 4 of 6

DIME Test ID: 2023-04-19-79-4
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: LOT 1 Sublot 102 and 103. TL-0101: C927716 04/19/2023
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 2
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7313.5 grams
Mass of oven-dry sample in air for Sample 1 2580.4 grams
Mass of container filled with the sample and water for Sample 1 8856.6 grams
Mass of container filled with water 2 7313.5 grams
Mass of oven-dry sample in air for Sample 2 2580.4 grams
Mass of container filled with the sample and water for Sample 2 8856.6 grams
Temperature of Water 72 °F
Specific Gravity for Sample 1 2.488
Specific Gravity for Sample 2 2.488
Average Specific Gravity 2.488
Theoretical maximum density at 25°C (77°F) 2480.8 kg/m^3

Test 5 of 6

DIME Test ID: 2023-04-19-79-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: LOT 1 SUBLOT 103
Test Result Compliance:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 68 %
Cumulative percent passing the #4 sieve 36 %
Cumulative percent passing the #8 sieve 11 %
Cumulative percent passing the #16 sieve 6 %
Cumulative percent passing the #30 sieve 4 %
Cumulative percent passing the #50 sieve 3 %
Cumulative percent passing the #100 sieve 2 %
Cumulative percent passing the #200 sieve 1.6 %

Test 6 of 6

DIME Test ID: 2023-04-19-79-6
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 02/12/2024
Date Tested: 04/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: LOT1 SUBLOT 103
Test Result Compliance:
Additional Comments When Verified:
Sand Equivalent 85