Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215421 DEA: 042K9504 EFIS: 0417000057
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-14.4/14.4
Work Description: CONSTRUCT MATERIAL TESTING LABORATORY BUILDING.
Location Description: ALAMEDA COUNTY IN LIVERMORE AT 2201 KITTY HAWK ROAD
Contractor Name: Walsh Construction Company II, LLC (Walsh) - Dominic Fung
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Amir-Fardin Sadeghi-Nedjad Structure Rep.: John Parecadan
DIME Sample ID: 2024-09-10-77
TL Number from the TL Form: C031461
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: 09/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"HMA w/15% 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: 2024-09-10-77-1
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: 09/19/2024
Date Tested: 09/17/2024
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: Lot 1 Sublot 1
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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2864.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4376.6 g
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Mass of HMA Sample prior to ignition
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1511.8 g
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Corrected Asphalt Binder Content
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5.82 %
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Mass Loss
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104.2 g
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Mass of aggregate remaining after ignition
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1407.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.2 %
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Test Temperature
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482 C
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DIME Test ID: 2024-09-10-77-2
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: 09/19/2024
Date Tested: 09/17/2024
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 L1, L2, L3
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7335.6 grams
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Mass of oven-dry sample in air for Sample 1
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1539.8 grams
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Mass of container filled with the sample and water for Sample 1
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8248.3 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.455
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Theoretical maximum density at 25°C (77°F)
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2448 kg/m^3
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DIME Test ID: 2024-09-10-77-3
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: 09/19/2024
Date Tested: 09/12/2024
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: Cores L1, L2, L3
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.352
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Bulk Specific Gravity 2
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2.349
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Bulk Specific Gravity 3
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2.359
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Average Bulk Specific Gravity
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2.353
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DIME Test ID: 2024-09-10-77-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/19/2024
Date Tested: 09/12/2024
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 L1, L2, L3
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.2 %
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Percent Air Voids 2
|
4.3 %
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Percent Air Voids 3
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3.9 %
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Average Percent Air Voids
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4.1 %
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