Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001246 DEA: 041Q7214 EFIS: 0423000277
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC,CC,SOL-580,680,780-Var
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM, RAMP METERING, AND WIDEN ROADWAY.
Location Description: ALAMEDA, CONTRA COSTA AND SOLANO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Eddie Dike Structure Rep.: John parecadan
DIME Sample ID: 2026-05-19-58
TL Number from the TL Form:
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: 05/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA + 25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant
DIME Test ID: 2026-05-19-58-1
Test Method: AASHTO T308-25: 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: 05/28/2026
Date Tested: 05/27/2026
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 SL. 2
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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3548.4 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5588.7 g
|
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Corrected Asphalt Binder Content
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4.65 %
|
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Mass of HMA Sample prior to ignition
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2040.3 g
|
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Mass Loss
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129.8 g
|
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Mass of aggregate remaining after ignition
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1910.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.59 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.12 %
|
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Test Temperature
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482 C
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DIME Test ID: 2026-05-19-58-2
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: 05/28/2026
Date Tested: 05/27/2026
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 SL. 2
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.4
|
|
Bulk Specific Gravity 2
|
2.371
|
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Average Bulk Specific Gravity
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2.386
|
DIME Test ID: 2026-05-19-58-3
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 05/28/2026
Date Tested: 05/28/2026
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 SL. 2
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?
|
SI Units
|
|
Mass Determination
|
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
|
7334.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2512.7 grams
|
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Mass of container filled with the sample and water for Sample 1
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8845.9 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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2.509
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Theoretical maximum density at 25°C (77°F)
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2502 kg/m^3
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DIME Test ID: 2026-05-19-58-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/28/2026
Date Tested: 05/28/2026
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 SL. 2
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.3 %
|
|
Percent Air Voids 2
|
5.5 %
|
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Average Percent Air Voids
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4.9 %
|
|
Average Core Density
|
95.1 %
|
