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Sample Record for 2025-06-10-76

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Project Information

Project ID: 995125 DEA: 101E3004 EFIS: 1018000273 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-32.5/49.8
Work Description: REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court, Building B #400, Concord, CA 95351
Resident Engineer: Ariel Mendoza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-10-76
TL Number from the TL Form: 042631
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: 06/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-H-129
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 8
Sublot number: 6
HMA Mix Number: 24J01
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 2

DIME Test ID: 2025-06-10-76-1
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: 06/19/2025
Date Tested: 06/12/2025
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 2.452
Theoretical maximum density at 25°C (77°F) 152.6 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-06-10-76-2
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: 06/19/2025
Date Tested: 06/12/2025
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: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2081.6 g
Corrected Asphalt Binder Content 5.64 %
Mass Loss 143.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.98 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 5387 C