Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212896 DEA: 04160304 EFIS: 0400000429
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-13.1/13.5
Work Description: NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description: IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 Sunrise Gold Circle, Suite A, Rancho Cordova, CA 95742
Resident Engineer: Yannaing Tun (Abeer Dahhan) Structure Rep.: Oanh Bui
DIME Sample ID: 2023-06-21-79
TL Number from the TL Form: C032301
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: 06/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Sunol
DIME Test ID: 2023-06-21-79-1
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: 08/04/2023
Date Tested: 06/29/2023
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 Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water 1
|
7337.4 grams
|
Mass of oven-dry sample in air for Sample 1
|
1563.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8267.8 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.469
|
Theoretical maximum density at 25°C (77°F)
|
2462 kg/m^3
|
DIME Test ID: 2023-06-21-79-2
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: 08/04/2023
Date Tested: 06/27/2023
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 (Burn #1)
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
|
2887.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4550.5 g
|
Mass of HMA Sample prior to ignition
|
1663.5 g
|
Corrected Asphalt Binder Content
|
5.41 %
|
Mass Loss
|
113.8 g
|
Mass of aggregate remaining after ignition
|
1549.7 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.25 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.18 %
|
Test Temperature
|
482 C
|
DIME Test ID: 2023-06-21-79-3
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: 08/04/2023
Date Tested: 06/27/2023
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 (Burn #2)
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
|
2901.8 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4445.7 g
|
Mass of HMA Sample prior to ignition
|
1543.9 g
|
Corrected Asphalt Binder Content
|
5.34 %
|
Mass Loss
|
104.7 g
|
Mass of aggregate remaining after ignition
|
1439.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.25 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.19 %
|
Test Temperature
|
482 C
|
DIME Test ID: 2023-06-21-79-4
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: 08/04/2023
Date Tested: 07/12/2023
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 2
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
|
2858.8 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4423.3 g
|
Mass of HMA Sample prior to ignition
|
1564.5 g
|
Corrected Asphalt Binder Content
|
5.62 %
|
Mass Loss
|
110.5 g
|
Mass of aggregate remaining after ignition
|
1454.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.25 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.19 %
|
Test Temperature
|
482 C
|