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Sample Record for 2024-07-09-51

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Project Information

Project ID: 994546 DEA: 030H3704 EFIS: 0315000151 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-65-R0.5/1.8
Work Description: PLACE HMA, RHMA & CONC CURB/SIDEWALK, INSTALL & MODIFY SIGNAL SYSTEMS.
Location Description: YUBA COUNTY NEAR WHEATLAND FROM 0.2 MILE SOUTH OF MAIN STREET TO GRASSHOPPER SLOUGH BRIDGE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, Chico, CA 95928
Resident Engineer: Dustin Watts Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-09-51
TL Number from the TL Form: C803757
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
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 24-101
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Hallwood

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 3
HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-07-09-51-1
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: 07/12/2024
Date Tested: 07/11/2024
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 2.567
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 2 of 2

DIME Test ID: 2024-07-09-51-2
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: 07/12/2024
Date Tested: 07/11/2024
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 4.5
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 2223.0 g
Corrected Asphalt Binder Content 4.48 %
Mass Loss 108.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.40 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C