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: 2023-03-18-26
TL Number from the TL Form: C968853
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: 03/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2023
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: Hot mix asphalt
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: 2023-03-18-26-1
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: 03/30/2023
Date Tested: 03/21/2023
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: Production Startup Evaluation Sample Burn #1
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Fahrenheit
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
2854.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4884.4 g
|
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Mass of HMA Sample prior to ignition
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2029.9 g
|
|
Corrected Asphalt Binder Content
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4.76 %
|
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Mass Loss
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119.5 g
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Mass of aggregate remaining after ignition
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1910.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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1 %
|
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Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.13 %
|
|
Test Temperature
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482 F
|
DIME Test ID: 2023-03-18-26-2
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: 03/30/2023
Date Tested: 03/22/2023
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: Production Startup Evaluation Sample Burn #2
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
2856 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4880.9 g
|
|
Mass of HMA Sample prior to ignition
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2024.9 g
|
|
Corrected Asphalt Binder Content
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4.49 %
|
|
Mass Loss
|
113.5 g
|
|
Mass of aggregate remaining after ignition
|
1911.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
|
482 F
|
DIME Test ID: 2023-03-18-26-3
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: 03/30/2023
Date Tested: 03/21/2023
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: Production Startup Evaluation Sample (Lot 3 Sublot 1)
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.303
|
|
Bulk Specific Gravity 2
|
2.322
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Bulk Specific Gravity 3
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2.297
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Average Bulk Specific Gravity
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2.307
|
DIME Test ID: 2023-03-18-26-4
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/30/2023
Date Tested: 03/21/2023
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: Production Startup Evaluation Sample (Lot 3 Sublot 1)
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
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Mass Determination
|
Air
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Method Performed
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no data
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Mass of container filled with water
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7339.4 grams
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Mass of oven-dry sample in air for Sample 1
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2529.7 grams
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Mass of container filled with the sample and water for Sample 1
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8856.5 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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2.498
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Theoretical maximum density at 25°C (77°F)
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2490.8 kg/m^3
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DIME Test ID: 2023-03-18-26-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/30/2023
Date Tested: 03/21/2023
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: Production Startup Evaluation Sample (Lot 3 Sublot 1)
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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7.5 %
|
|
Percent Air Voids 2
|
6.8 %
|
|
Percent Air Voids 3
|
7.8 %
|
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Average Percent Air Voids
|
7.4 %
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