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Sample Record for 2024-10-08-60

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Project Information

Project ID: 994797 DEA: 040Y2004 EFIS: 0422000256 QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-R7.8/11.0,18.6/21.0
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA, AND REPLACE PCC SLABS.
Location Description: ALAMEDA COUNTY IN AND NEAR LIVERMORE AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE OVERHEAD TO 0.3 MILE WEST OF FIRST STREET OVERCROSSING AND FROM 0.2 MILE EAST OF HACIENDA DRIVE OVERCROSSING TO 0.4 MILE EAST OF SAN RAMON ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Reza Kamkar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-08-60
TL Number from the TL Form: C031453
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: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
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

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 220304
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-10-08-60-1
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: 10/15/2024
Date Tested: 10/15/2024
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 1A
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 2527.1 grams
Mass of container filled with the sample and water for Sample 1 8856 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.51
Theoretical maximum density at 25°C (77°F) 2503 kg/m^3

Test 2 of 4

DIME Test ID: 2024-10-08-60-2
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: 10/15/2024
Date Tested: 10/14/2024
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 1A
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.35

Test 3 of 4

DIME Test ID: 2024-10-08-60-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/15/2024
Date Tested: 10/14/2024
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 1A
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 6.4 %

Test 4 of 4

DIME Test ID: 2024-10-08-60-4
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: 10/15/2024
Date Tested: 10/15/2024
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 2863.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4937.7 g
Mass of HMA Sample prior to ignition 2074.4 g
Corrected Asphalt Binder Content 4.9 %
Mass Loss 129 g
Mass of aggregate remaining after ignition 1945.4 g
Correction Factor (Percent by mass of HMA Specimen) 1.19 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C