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Sample Record for 2025-06-11-24

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Project Information

Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2025-06-11-24
TL Number from the TL Form: C778909
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/11/2025
The quantity of what the sample constitutes: 3/4" HMA w/ 15% RAP
A brief description of the sample: 2 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 25-076
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 4
Sublot number: 5
HMA Mix Number:
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: 2025-06-11-24-1
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: 06/12/2025
Date Tested: 06/12/2025
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 4.7%
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 2055.2 g
Corrected Asphalt Binder Content 4.79 %
Mass Loss 108.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2025-06-11-24-2
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: 06/12/2025
Date Tested: 06/11/2025
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:
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 2.576
Theoretical maximum density at 25°C (77°F) 3 kg/m^3