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Sample Record for 2024-07-23-103

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

Project Information

Project ID: 994911 DEA: 101G4204 EFIS: 1017000013 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.1/28.1
Work Description:
Location Description:
Contractor Name: BAY CITIES PAVING & GRADING
Contractor Address: 4598 South Tracy Blvd Suite 160, Tracy, CA 95377
Resident Engineer: Harminder Deol Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-23-103
TL Number from the TL Form: 042801
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2024
The quantity of what the sample constitutes: 2 boxs
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-H-41
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Aggregate Winton

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 24J12
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: 2024-07-23-103-1
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: 08/06/2024
Date Tested: 07/31/2024
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.489
Theoretical maximum density at 25°C (77°F) 154.9 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-07-23-103-2
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: 08/06/2024
Date Tested: 07/31/2024
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
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 2004.5 g
Corrected Asphalt Binder Content 4.99 %
Mass Loss 72.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.27 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 482 C