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Sample Record for 2024-10-30-60

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994051 DEA: 041Q5814 EFIS: 0421000262 QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-0.0-6.5
Work Description: REHABILITATE PAVEMENT AND UPGRADE MEDIAN BARRIER [PS&E E-COPY AVAILABLE UPON REQUEST]
Location Description: SAN MATEO COUNTY FROM SAN MATEO COUNTY LINE IN EAST PALO ALTO TO WHIPPLE AVENUE IN REDWOOD CITY
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: Unknown
Resident Engineer: Ethan Malonzo Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-30-60
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2024
The quantity of what the sample constitutes: 1-750 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: ACRiceCore Lot SL 103024_1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Pleasanton

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: D04 JMF 24 028
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: 2024-10-30-60-1
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: 12/10/2024
Date Tested: 12/02/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: 1st Sample 1-750 T
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 2
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 7348 grams
Mass of oven-dry sample in air for Sample 1 1582.4 grams
Mass of container filled with the sample and water for Sample 1 8269.4 grams
Mass of container filled with water 2 7348 grams
Mass of oven-dry sample in air for Sample 2 1575.8 grams
Mass of container filled with the sample and water for Sample 2 8266.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.394
Specific Gravity for Sample 2 2.398
Average Specific Gravity 2.396
Theoretical maximum density at 25°C (77°F) 2389 kg/m^3

Test 2 of 4

DIME Test ID: 2024-10-30-60-2
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: 12/10/2024
Date Tested: 11/01/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Cores 5A, 5B, 5C
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.271
Bulk Specific Gravity 2 2.262
Bulk Specific Gravity 3 2.305
Average Bulk Specific Gravity 2.279

Test 3 of 4

DIME Test ID: 2024-10-30-60-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/10/2024
Date Tested: 12/02/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Cores 5A, 5B, 5C
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.6 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 4.9 %
Average Core Density 95.1 %

Test 4 of 4

DIME Test ID: 2024-10-30-60-4
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: 12/10/2024
Date Tested: 12/03/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: 1st Sample 1-750 T
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 2874.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4437.6 g
Mass of HMA Sample prior to ignition 1563.1 g
Corrected Asphalt Binder Content 8.01 %
Mass Loss 134.9 g
Mass of aggregate remaining after ignition 1428.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.43 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 482 C