Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215003 DEA: 040J6204 EFIS: 0414000019
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-12.4/21.9
Work Description: REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location Description: ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Eddie Dike Structure Rep.: Betty Geng
DIME Sample ID: 2023-02-11-7
TL Number from the TL Form: C773070
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/13/2023
The quantity of what the sample constitutes: 1400 tons
A brief description of the sample: Hot mix asphalt in boxes
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Sunol Plant
DIME Test ID: 2023-02-11-7-1
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: 02/22/2023
Date Tested: 02/14/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Sample #1
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
2864.5 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4899.5 g
|
Mass of HMA Sample prior to ignition
|
2035.0 g
|
Corrected Asphalt Binder Content
|
4.99 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1908.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.08 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
482 F
|
DIME Test ID: 2023-02-11-7-2
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: 02/22/2023
Date Tested: 02/14/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Sample #2
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3237.8 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5251.2 g
|
Mass of HMA Sample prior to ignition
|
2013.4 g
|
Corrected Asphalt Binder Content
|
4.75 %
|
Mass Loss
|
no data
|
Mass of aggregate remaining after ignition
|
1893.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.08 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
482 F
|
DIME Test ID: 2023-02-11-7-3
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: 02/22/2023
Date Tested: 02/15/2023
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 1 Sublot 1
Test Result Compliance: not applicable
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
|
7334.5 grams
|
Mass of oven-dry sample in air for Sample 1
|
2535.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8856.4 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.501
|
Theoretical maximum density at 25°C (77°F)
|
155.7 lb/ft^3
|