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Sample Record for 2023-06-14-44

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Project Information

Project ID: 215666 DEA: 11430564 EFIS: 1119000015 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-67-R6.0/24.4
Work Description: COLD PLANE, RHMA OVERLAY AND HFST, AND INSTALL CHANNELIZERS.
Location Description: SAN DIEGO COUNTY NEAR LAKESIDE AND RAMONA FROM 0.2 MILE NORTH OF SAN DIEGO RIVER BRIDGE TO ROUTE 78
Contractor Name: ATP General Engineering
Contractor Address: 4211 Ponderosa Ave, Suite C, San Diego, CA 92123
Resident Engineer: Victor Mercado Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-14-44
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Supplier
Laboratory sample identification: 7207-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Lakeside

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217005SR
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-06-14-44-1
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: 07/18/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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 3912.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5479.1 g
Mass of HMA Sample prior to ignition 1566.7 g
Corrected Asphalt Binder Content 5.37 %
Mass Loss 92.3 g
Mass of aggregate remaining after ignition 1474.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.52 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 2 of 7

DIME Test ID: 2023-06-14-44-2
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: 07/18/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
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 Mechanical Agitation - Method A
Mass of container filled with water 1 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1527.0 grams
Mass of container filled with the sample and water for Sample 1 8380.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.449
Theoretical maximum density at 25°C (77°F) 152.4 lb/ft^3

Test 3 of 7

DIME Test ID: 2023-06-14-44-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/18/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.0 %
Percent Air Voids 2 5.5 %
Percent Air Voids 3 5.6 %
Percent Air Voids Average 5.4 %

Test 4 of 7

DIME Test ID: 2023-06-14-44-4
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: 07/18/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.326
Bulk Specific Gravity 2 2.315
Bulk Specific Gravity 3 2.312
Average Bulk Specific Gravity 2.318

Test 5 of 7

DIME Test ID: 2023-06-14-44-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/18/2023
Date Tested: 06/23/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 169 psi
Average Wet Tensile Strength 129 psi
Tensile Strength Ratio 0.76

Test 6 of 7

DIME Test ID: 2023-06-14-44-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/18/2023
Date Tested: 06/23/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0%
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 1.9 mm
Maximum impression at 5000 passes (right wheel) 2.16 mm
Average impression at 5000 passes (left/right avg) 2.03 mm
Maximum impression at 10000 passes (left wheel) 2.19 mm
Maximum impression at 10000 passes (right wheel) 2.47 mm
Average impression at 10000 passes (left/right avg) 2.33 mm
Maximum impression at 15000 passes (left wheel) 2.4 mm
Maximum impression at 15000 passes (right wheel) 3.02 mm
Average impression at 15000 passes (left/right avg) 2.71 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2023-06-14-44-10
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: 07/18/2023
Date Tested: 06/22/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: RAP
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 3920.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5475.9 g
Mass of HMA Sample prior to ignition 1555.7 g
Corrected Asphalt Binder Content 6.87 %
Mass Loss 106.9 g
Mass of aggregate remaining after ignition 1448.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F