Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405,73,405,605-9.3/24.3
Work Description: (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location Description: Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Contractor Name: OC 405 Partners
Contractor Address: 3100 W Lake Center Dr, Santa Ana, CA 92704
Resident Engineer: Hank Alonso (reports) Structure Rep.: Alex Angha (reports)
DIME Sample ID: 2023-08-18-59
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: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 1/2 RHMAG, AGG
A brief description of the sample: 1/2 RHMAG
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-0810
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA Irvine
DIME Test ID: 2023-08-18-59-1
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: 08/22/2023
Date Tested: 08/22/2023
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?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3955.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5556.1 g
|
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Mass of HMA Sample prior to ignition
|
1601.0 g
|
|
Corrected Asphalt Binder Content
|
7.29 %
|
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Mass Loss
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115.9 g
|
|
Mass of aggregate remaining after ignition
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1485.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
-0.05 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2023-08-18-59-2
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: 08/22/2023
Date Tested: 08/22/2023
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 tests
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1
|
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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
|
7309.2 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1552.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8227.9 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.450
|
|
Theoretical maximum density at 25°C (77°F)
|
152.5 lb/ft^3
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