Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995026 DEA: 040Q1004 EFIS: 0418000044
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-20.7/30.8
Work Description: REHAB ALA 580
Location Description: ALAMEDA COUNTY IN PLEASANTON AND CASTRO VALLEY FROM ROUTE 680/580 SEPARATION TO ROUTE 580/238 SEPARATION
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Paramjit Pandher Structure Rep.: John Parecadan
DIME Sample ID: 2025-09-30-32
TL Number from the TL Form: C032335
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: 09/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
DIME Test ID: 2025-09-30-32-1
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: 10/02/2025
Date Tested: 10/01/2025
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 2 SL 7
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
2873.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4389.2 g
|
|
Mass of HMA Sample prior to ignition
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1515.4 g
|
|
Corrected Asphalt Binder Content
|
7.54 %
|
|
Mass Loss
|
121.8 g
|
|
Mass of aggregate remaining after ignition
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1393.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.3 %
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
|
0.2 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2025-09-30-32-2
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: 10/02/2025
Date Tested: 10/01/2025
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 2 SL. 8
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7334.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1548.7 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8245.3 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
|
2.428
|
|
Theoretical maximum density at 25°C (77°F)
|
2421 kg/m^3
|
DIME Test ID: 2025-09-30-32-3
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: 10/02/2025
Date Tested: 10/02/2025
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 2 SL. 7
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.237
|
|
Bulk Specific Gravity 2
|
2.304
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Bulk Specific Gravity 3
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2.232
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Average Bulk Specific Gravity
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2.258
|
DIME Test ID: 2025-09-30-32-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/02/2025
Date Tested: 10/02/2025
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 2 SL. 7
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
7.9 %
|
|
Percent Air Voids 2
|
5.1 %
|
|
Percent Air Voids 3
|
8.1 %
|
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Average Percent Air Voids
|
7 %
|
|
Average Core Density
|
93 %
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DIME Test ID: 2025-09-30-32-5
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: 10/02/2025
Date Tested: 10/01/2025
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 2 SL. 8
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
|
2919.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4471.7 g
|
|
Mass of HMA Sample prior to ignition
|
1552 g
|
|
Corrected Asphalt Binder Content
|
7.83 %
|
|
Mass Loss
|
129.1 g
|
|
Mass of aggregate remaining after ignition
|
1422.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.3 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2025-09-30-32-6
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: 10/02/2025
Date Tested: 10/02/2025
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 2 SL. 8
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.247
|
DIME Test ID: 2025-09-30-32-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/02/2025
Date Tested: 10/02/2025
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 2 SL. 8
Test Result Compliance: complies
Additional Comments When Verified:
