Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995232 DEA: 120U1704 EFIS: 1223000051
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-133,261-9.8/12.6,0.0/3.5
Work Description: COLD PLANE, OVERLAY, AND REFRESH PAVEMENT DELINEATION.
Location Description: ORANGE COUNTY IN IRVINE ON ROUTE 133 FROM TECHNOLOGY DRIVE UNDERCROSSING TO PORTOLA PARKWAY UNDERCROSSING AND ON ROUTE 261 FROM WALNUT AVENUE OVERCROSSING TO 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: Unknown
Resident Engineer: Luis Vazquez Structure Rep.: Unknown
DIME Sample ID: 2024-04-16-85
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: 04/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/16/2024
The quantity of what the sample constitutes: 1/2 RHMAG
A brief description of the sample: 1/2 RHMAG
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-0413
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA - CORONA
DIME Test ID: 2024-04-16-85-1
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: 07/01/2024
Date Tested: 05/14/2024
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
|
3954.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5560.6 g
|
|
Mass of HMA Sample prior to ignition
|
1606.3 g
|
|
Corrected Asphalt Binder Content
|
7.35 %
|
|
Mass Loss
|
120.7 g
|
|
Mass of aggregate remaining after ignition
|
1485.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.16 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-04-16-85-2
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: 07/01/2024
Date Tested: 05/14/2024
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
|
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
|
7309 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1553.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8230.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.458
|
|
Theoretical maximum density at 25°C (77°F)
|
153 lb/ft^3
|
