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Sample Record for 2024-06-04-47

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Project Information

Project ID: 994331 DEA: 11430254 EFIS: 1118000079 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-52-5.1/9.0
Work Description: CONST AUX LANE, COMPACTION GROUTING, RHMA, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM 0.4 MILE WEST OF CONVOY STREET OVERCROSSING TO 0.3 MILE EAST OF SANTO ROAD OVERCROSSING
Contractor Name: CSI/CJA A JOINT VENTURE
Contractor Address: 9685 VIA EXCLENCIA STREET #200, SAN DIEGO, CA 92126
Resident Engineer: karl Hartline Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-04-47
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: 06/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: HMA
From where was the sample collected: Source
Laboratory sample identification: 0801-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217105
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-06-04-47-1
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: 06/13/2024
Date Tested: 06/12/2024
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: Does not comply Failed Target of 5.25% With additional Correction Factor adding 0.20 this test fails at 5.88%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4022.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5558.4 g
Mass of HMA Sample prior to ignition 1535.8 g
Corrected Asphalt Binder Content 5.68 %
Mass Loss 87.2 g
Mass of aggregate remaining after ignition 1448.6 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-06-04-47-2
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: 06/13/2024
Date Tested: 06/06/2024
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: Complies Target 2.472
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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1532.4 grams
Mass of container filled with the sample and water for Sample 1 8389.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.47
Theoretical maximum density at 25°C (77°F) 153.7 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-06-04-47-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/13/2024
Date Tested: 06/06/2024
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: Complies Target 4.0 +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.7 %

Test 4 of 7

DIME Test ID: 2024-06-04-47-4
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: 06/13/2024
Date Tested: 06/06/2024
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: Complies Target 4.0 +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.373
Bulk Specific Gravity 2 2.379
Bulk Specific Gravity 3 2.381
Average Bulk Specific Gravity 2.378

Test 5 of 7

DIME Test ID: 2024-06-04-47-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/13/2024
Date Tested: 06/12/2024
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: Complies Wet > 70 and Dry > 100
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 152 psi
Average Wet Tensile Strength 120 psi
Tensile Strength Ratio 0.79

Test 6 of 7

DIME Test ID: 2024-06-04-47-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/13/2024
Date Tested: 06/11/2024
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: Complies - Target - <12.7mm
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) 1.41 mm
Maximum impression at 5000 passes (right wheel) 1.93 mm
Average impression at 5000 passes (left/right avg) 1.67 mm
Maximum impression at 10000 passes (left wheel) 1.67 mm
Maximum impression at 10000 passes (right wheel) 2.27 mm
Average impression at 10000 passes (left/right avg) 1.97 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 7

DIME Test ID: 2024-06-04-47-7
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: 06/13/2024
Date Tested: 06/06/2024
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: 3 RAP burns-complies
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3990.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5642.2 g
Mass of HMA Sample prior to ignition 1651.7 g
Corrected Asphalt Binder Content 7.26 %
Mass Loss 119.9 g
Mass of aggregate remaining after ignition 1531.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C