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Sample Record for 2025-06-09-75

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Project Information

Project ID: 1000029 DEA: 101K4304 EFIS: 1021000096 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-165-16.5/26.8
Work Description: RHMA (GAP GRADED) AND FULL DEPTH RECYCLING- CEMENT.
Location Description: MERCED COUNTY NEAR LOS BANOS FROM 1.5 MILES NORTH OF WOLFSEN ROAD TO 0.1 MILE SOUTH OF ROUTE 140
Contractor Name: CAL VALLEY CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Jagga Dhami Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-09-75
TL Number from the TL Form: 1K43205
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: 06/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2025
The quantity of what the sample constitutes: 8 Boxes
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification: 25-H-125
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Santa Fe Aggregate Winton

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 5
HMA Mix Number: 25J07
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: 2025-06-09-75-1
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: 06/11/2025
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 2.383
Theoretical maximum density at 25°C (77°F) 148.3 lb/ft^3

Test 2 of 2

DIME Test ID: 2025-06-09-75-2
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: 06/11/2025
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1593.2 g
Corrected Asphalt Binder Content 7.53 %
Mass Loss 119.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C