Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-10-30-22
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: 10/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/01/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: RHMA
From where was the sample collected: Source
Laboratory sample identification: 0809-RPSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-10-30-22-1
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: 11/12/2024
Date Tested: 11/08/2024
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 4.30% Tested 4.71%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4027.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6055.4 g
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Mass of HMA Sample prior to ignition
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2027.8 g
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Corrected Asphalt Binder Content
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4.71 %
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Mass Loss
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107.2 g
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Mass of aggregate remaining after ignition
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1920.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.58 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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DIME Test ID: 2024-10-30-22-2
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: 11/12/2024
Date Tested: 11/06/2024
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 2.510 Tested 2.512
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2511.1 grams
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Mass of container filled with the sample and water for Sample 1
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8987 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.512
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Theoretical maximum density at 25°C (77°F)
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156.4 lb/ft^3
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DIME Test ID: 2024-10-30-22-3
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: 11/12/2024
Date Tested: 11/06/2024
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% Air Tested Avg of 3.8% Air
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.414
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Bulk Specific Gravity 2
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2.417
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Bulk Specific Gravity 3
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2.42
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Average Bulk Specific Gravity
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2.417
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DIME Test ID: 2024-10-30-22-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/12/2024
Date Tested: 11/06/2024
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 Air Tested Avg of 3.8% Air
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.9 %
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Percent Air Voids 2
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3.8 %
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Percent Air Voids 3
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3.7 %
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Average Percent Air Voids
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3.8 %
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DIME Test ID: 2024-10-30-22-5
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: 11/26/2024
Date Tested: 11/15/2024
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: RAP Oil Content, Save material for T30
Test Result Compliance:
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3992 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5642.7 g
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Mass of HMA Sample prior to ignition
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1650.7 g
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Corrected Asphalt Binder Content
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6.8 %
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Mass Loss
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112.2 g
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Mass of aggregate remaining after ignition
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1538.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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|
Test Temperature
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538 C
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