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Sample Record for 2025-08-26-57

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Project Information

Project ID: 995119 DEA: 034H6004 EFIS: 0319000004 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-R8.7/R10.6
Work Description: CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING.
Location Description: PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD
Contractor Name: DESILVA GATES CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Jeff Johnson Structure Rep.: Asia Al Maliki

Sample Information

DIME Sample ID: 2025-08-26-57
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2025
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: PSU 25-170
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Marysville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: MD 6617
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-08-26-57-1
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: 09/11/2025
Date Tested: 09/10/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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? SI Units
Mass Determination Air
Specific Gravity for Sample 1 2.531
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 2 of 3

DIME Test ID: 2025-08-26-57-2
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: 09/11/2025
Date Tested: 09/11/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: L1 OBC 7.5%
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 2260.3 g
Corrected Asphalt Binder Content 6.31 %
Mass Loss 153.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.48 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 3 of 3

DIME Test ID: 2025-08-26-57-3
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: 09/11/2025
Date Tested: 09/11/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1 OBC 7.5%
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 2180.1 g
Corrected Asphalt Binder Content 6.68 %
Mass Loss 153.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C