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Sample Record for 2021-12-20-5

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Project Information

Project ID: 211848 DEA: 112T2174 EFIS: 1116000131 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R37.4 - R46.5
Work Description: (Alternative Delivery) CMGC, San Elijo Highway Bridge Replacement. Replace the San Elijo lagoon highway bridge, construct HOV lanes, construct bike and pedestrian trails and bridge, build multi-use facility at Manchester Ave.
Location Description: IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS FROM 0.1 MILE NORTH OF LOMAS SANTA FE DRIVE OVERCROSSING TO 0.2 MILE SOUTH OF BIRMINGHAM DRIVE OVERCROSSING
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1770 La Costa Meadows Drive, San Marcos, CA 92078
Resident Engineer: Steve McMillan Structure Rep.: Phong Le

Sample Information

DIME Sample ID: 2021-12-20-5
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: 12/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2021
The quantity of what the sample constitutes: 3 bags, 12 boxes, 3 cans
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Supplier
Laboratory sample identification: 1307-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCA Lakeside

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 10

Test Results

Test 1 of 10

DIME Test ID: 2021-12-20-5-9
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: 12/24/2021
Date Tested: 12/21/2021
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: Pass
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Method Performed Mechanical Agitation - Method A
Mass of oven-dry sample in air for Sample 1 2522.9 grams
Mass of sample in water for Sample 1 1483.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.426
Theoretical maximum density at 25°C (77°F) no data

Test 2 of 10

DIME Test ID: 2021-12-20-5-10
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: 12/24/2021
Date Tested: 12/21/2021
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: Pass
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 no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 2037.5 g
Corrected Asphalt Binder Content 4.44 %
Mass Loss no data
Mass of aggregate remaining after ignition 1942.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 3 of 10

DIME Test ID: 2021-12-20-5-11
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: 12/24/2021
Date Tested: 12/22/2021
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: Heights - 116.8 116.2 117.2
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.321
Bulk Specific Gravity 2 2.323
Bulk Specific Gravity 3 2.310
Average Bulk Specific Gravity 2.318

Test 4 of 10

DIME Test ID: 2021-12-20-5-13
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/06/2022
Date Tested: 12/30/2021
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: Pass
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 194 psi
Average Wet Tensile Strength 107 psi
Tensile Strength Ratio 55

Test 5 of 10

DIME Test ID: 2021-12-20-5-14
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/06/2022
Date Tested: 12/31/2021
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: Pass
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) 5.771 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.802 mm
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000

Test 6 of 10

DIME Test ID: 2021-12-20-5-15
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: 12/24/2021
Date Tested: 12/24/2021
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 / Pass
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7477.4 grams
Mass of oven-dry sample in air for Sample 1 1529.0 grams
Mass of container filled with the sample and water for Sample 1 8382.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.449
Theoretical maximum density at 25°C (77°F) no data

Test 7 of 10

DIME Test ID: 2021-12-20-5-16
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: 12/24/2021
Date Tested: 12/24/2021
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-1
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1525.9 g
Corrected Asphalt Binder Content 6.92 %
Mass Loss no data
Mass of aggregate remaining after ignition 1420.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 8 of 10

DIME Test ID: 2021-12-20-5-17
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: 12/24/2021
Date Tested: 12/24/2021
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-2
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1505.3 g
Corrected Asphalt Binder Content 6.75 %
Mass Loss no data
Mass of aggregate remaining after ignition 1403.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 9 of 10

DIME Test ID: 2021-12-20-5-18
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: 12/24/2021
Date Tested: 12/24/2021
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-3
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1506.3 g
Corrected Asphalt Binder Content 6.49 %
Mass Loss no data
Mass of aggregate remaining after ignition 1408.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 10 of 10

DIME Test ID: 2021-12-20-5-19
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/24/2021
Date Tested: 12/24/2021
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: Pass
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.2
Percent Air Voids 3 4.8
Percent Air Voids Average 4.4