Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994147 DEA: 120R4104 EFIS: 1218000090
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-17.4/21.5
Work Description: COLD PLANE AC AND PLACE RHMA-G.
Location Description: ORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Omid Mazdiyasni Structure Rep.: Unknown
DIME Sample ID: 2024-08-16-28
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: 08/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
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: 24-0781
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Orange
DIME Test ID: 2024-08-16-28-1
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: 09/04/2024
Date Tested: 08/19/2024
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
|
3951.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5969.9 g
|
Mass of HMA Sample prior to ignition
|
2018.9 g
|
Corrected Asphalt Binder Content
|
7.74 %
|
Mass Loss
|
157.5 g
|
Mass of aggregate remaining after ignition
|
1861.4 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.06 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-08-16-28-2
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: 09/04/2024
Date Tested: 08/19/2024
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
|
7309.0 grams
|
Mass of oven-dry sample in air for Sample 1
|
2555.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8796.5 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.393
|
Theoretical maximum density at 25°C (77°F)
|
149.0 lb/ft^3
|
DIME Test ID: 2024-08-16-28-3
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: 09/04/2024
Date Tested: 08/22/2024
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:
Bulk Specific Gravity
|
2.289
|