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: 2024-09-19-48
TL Number from the TL Form: C031675
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: 09/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"HMA w/25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
DIME Test ID: 2024-09-19-48-1
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: 09/22/2024
Date Tested: 09/21/2024
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: Burn #1
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2895.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4929.6 g
|
|
Mass of HMA Sample prior to ignition
|
2034.3 g
|
|
Corrected Asphalt Binder Content
|
4.25 %
|
|
Mass Loss
|
113.8 g
|
|
Mass of aggregate remaining after ignition
|
1920.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.19 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-09-19-48-2
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: 09/22/2024
Date Tested: 09/21/2024
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: Core 21A, 21B
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
|
7335.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2537.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8866.6 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.521
|
|
Theoretical maximum density at 25°C (77°F)
|
2514 kg/m^3
|
DIME Test ID: 2024-09-19-48-3
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: 09/22/2024
Date Tested: 09/21/2024
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: Core 21A, 21B
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.322
|
|
Bulk Specific Gravity 2
|
2.325
|
|
Average Bulk Specific Gravity
|
2.324
|
DIME Test ID: 2024-09-19-48-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/22/2024
Date Tested: 09/21/2024
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: Core 21A, 21B
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
7.9 %
|
|
Percent Air Voids 2
|
7.8 %
|
|
Average Percent Air Voids
|
7.8 %
|
