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Sample Record for 2024-09-06-30

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

Project Information

Project ID: 995487 DEA: 043W7604 EFIS: 0422000033 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-37-R7.3/R8.0
Work Description: POLYESTER CONCRETE OVERLAY.
Location Description: SOLANO COUNTY IN AND NEAR VALLEJO FROM 0.2 MILE EAST OF WALNUT STREET OVERCROSSING TO 0.5 MILE WEST OF SACRAMENTO STREET OVERCROSSING
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST, LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Quang Tran Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-06-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2024
The quantity of what the sample constitutes: 0-750 Tons
A brief description of the sample: 1/2"HMA+25%RAP
From where was the sample collected: Source
Laboratory sample identification: Con_24_671
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Sunol Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: L230123
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-09-06-30-1
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: 09/11/2024
Date Tested: 09/10/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Theoretical maximum density at 25°C=2482.8
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
Specific Gravity for Sample 1 2.49
Theoretical maximum density at 25°C (77°F) 24828 kg/m^3

Test 2 of 2

DIME Test ID: 2024-09-06-30-2
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: 09/11/2024
Date Tested: 09/09/2024
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: PASSED
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1672.4 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 105.8 g
Correction Factor (Percent by mass of HMA Specimen) 1.26 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C