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Sample Record for 2023-09-18-61

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Project Information

Project ID: 994617 DEA: 112N1664 EFIS: 1122000153 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-79-44.7/53.0
Work Description: COLD PLANE, RHMA OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR SUNSHINE SUMMIT FROM 1.2 MILES NORTH OF ACORN CREEK BRIDGE TO RIVERSIDE COUNTY LINE
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: Unknown
Resident Engineer: BEN HANEY Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-18-61
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 9601-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53417105
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2023-09-18-61-1
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: 10/03/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
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 the specimen basket assembly 4011.6 g
Mass of the specimen and specimen basket assembly prior to ignition 6088.3 g
Mass of HMA Sample prior to ignition 2076.7 g
Corrected Asphalt Binder Content 4.82 %
Mass Loss 113.1 g
Mass of aggregate remaining after ignition 1963.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 8

DIME Test ID: 2023-09-18-61-2
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: 10/03/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 2552.2 grams
Mass of container filled with the sample and water for Sample 1 8999.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.477
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 3 of 8

DIME Test ID: 2023-09-18-61-3
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: 10/03/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.366
Bulk Specific Gravity 2 2.359
Bulk Specific Gravity 3 2.362
Average Bulk Specific Gravity 2.362

Test 4 of 8

DIME Test ID: 2023-09-18-61-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/03/2023
Date Tested: 09/25/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.5 %
Percent Air Voids 2 4.8 %
Percent Air Voids 3 4.6 %
Average Percent Air Voids 4.6 %

Test 5 of 8

DIME Test ID: 2023-09-18-61-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/03/2023
Date Tested: 09/27/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 40 psi
Average Wet Tensile Strength 39 psi
Tensile Strength Ratio 0.98

Test 6 of 8

DIME Test ID: 2023-09-18-61-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/03/2023
Date Tested: 09/25/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 113 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 1.81 mm
Maximum impression at 5000 passes (right wheel) 1.16 mm
Average impression at 5000 passes (left/right avg) 1.48 mm
Maximum impression at 10000 passes (left wheel) 1.9 mm
Maximum impression at 10000 passes (right wheel) 1.32 mm
Average impression at 10000 passes (left/right avg) 1.61 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 8

DIME Test ID: 2023-09-18-61-7
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: 10/03/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP Oil Content
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3932.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5595.3 g
Mass of HMA Sample prior to ignition 1662.9 g
Corrected Asphalt Binder Content 6.64 %
Mass Loss 110.4 g
Mass of aggregate remaining after ignition 1552.5 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 8 of 8

DIME Test ID: 2023-09-18-61-8
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: 10/03/2023
Date Tested: 09/29/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: RAP Rice
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1581.4 grams
Mass of container filled with the sample and water for Sample 1 8435.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.54
Theoretical maximum density at 25°C (77°F) 158.1 lb/ft^3