Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993870 DEA: 120R5604 EFIS: 1218000117
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5,55,73,91,133,405-var
Work Description: PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP.
Location Description: ORANGE COUNTY AT VARIOUS LOCATIONS
Contractor Name: SECURITY PAVING COMPANY INC.
Contractor Address: 3075 Towngate Road, St. 200, Westlake Village, CA 91361
Resident Engineer: Roy Rivera Structure Rep.: Vian Ghazi
DIME Sample ID: 2024-11-26-26
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/26/2024
The quantity of what the sample constitutes: 3/4 RHMAG
A brief description of the sample: 3/4 RHMAG
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-1104
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Corona
DIME Test ID: 2024-11-26-26-1
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: 01/28/2025
Date Tested: 01/16/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
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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4023.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6027.9 g
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Mass of HMA Sample prior to ignition
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2004.6 g
|
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Corrected Asphalt Binder Content
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8.46 %
|
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Mass Loss
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170.8 g
|
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Mass of aggregate remaining after ignition
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1833.8 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.06 %
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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: 2024-11-26-26-2
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: 01/28/2025
Date Tested: 01/16/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
|
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What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
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Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
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7309 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2508.2 grams
|
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Mass of container filled with the sample and water for Sample 1
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8783.7 grams
|
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.427
|
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Theoretical maximum density at 25°C (77°F)
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151.1 lb/ft^3
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DIME Test ID: 2024-11-26-26-3
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: 01/28/2025
Date Tested: 01/16/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.248
|
