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Sample Record for 2020-03-03-24

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Project Information

Project ID: 213942 DEA: 051F7004 EFIS: 0514000055 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-73.1/87.3
Work Description: REPLACE CONCRETE PANEL AND RESURFACE HMA PAVEMENT.
Location Description: MONTEREY COUNTY NEAR CHUALAR FROM 0.5 MILE NORTH OF NORTH GONZALES OVERCROSSING TO EAST MARKET STREET UNDERCROSSING
Contractor Name: Granite Rock Company
Contractor Address: 5225 Hellyer Avenue Suite 220, San Jose, CA 95138
Resident Engineer: Tyler Lavering Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-03-03-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/23/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: One JMF Renewal
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 7

DIME Test ID: 2020-03-03-24-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 04/02/2020
Date Tested: 03/30/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2222.8 g
Corrected Asphalt Binder Content 5.14 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) 1.12 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 900 F

Test 2 of 7

DIME Test ID: 2020-03-03-24-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/02/2020
Date Tested: 03/30/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: 115.6 mm, 115.5 mm, 115.7 mm
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.489
Bulk Specific Gravity 2 2.486
Bulk Specific Gravity 3 2.485
Average Bulk Specific Gravity 2.487

Test 3 of 7

DIME Test ID: 2020-03-03-24-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/02/2020
Date Tested: 03/30/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Specific Gravity for Sample 1 2.576
Specific Gravity for Sample 2 2.578
Average Specific Gravity 2.577
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 7

DIME Test ID: 2020-03-03-24-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/02/2020
Date Tested: 03/30/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.4 %
Percent Air Voids 2 3.5 %
Percent Air Voids 3 3.6 %
Percent Air Voids Average 3.5 %

Test 5 of 7

DIME Test ID: 2020-03-03-24-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/02/2020
Date Tested: 03/03/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 249.6 psi
Average Wet Tensile Strength 166 psi
Tensile Strength Ratio 66.5

Test 6 of 7

DIME Test ID: 2020-03-03-24-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 04/02/2020.
Reason: corrected

Test 7 of 7

DIME Test ID: 2020-03-03-24-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 04/02/2020
Date Tested: 04/01/2020
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test: Wheel B Inflection Point 12556
Test Result Compliance: complies
Additional Comments When Verified:
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A) 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 3.62 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.72 mm
Stripping Inflection Point (Wheel A) 14991
Stripping Inflection Point (Wheel B) 12556