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Sample Record for 2023-07-07-13

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Project Information

Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091 QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2023-07-07-13
TL Number from the TL Form: 779497
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: 07/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA
From where was the sample collected: Source
Laboratory sample identification: 23-078
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: 6
Sublot number: 2
HMA Mix Number: 309 40432407 V
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-07-07-13-1
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: 07/10/2023
Date Tested: 07/10/2023
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:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7345.5 grams
Mass of oven-dry sample in air for Sample 1 2595.6 grams
Mass of container filled with the sample and water for Sample 1 8937.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.586
Theoretical maximum density at 25°C (77°F) 2579 kg/m^3

Test 2 of 2

DIME Test ID: 2023-07-07-13-2
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: 07/10/2023
Date Tested: 07/10/2023
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4022.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6180.7 g
Mass of HMA Sample prior to ignition 2158.4 g
Corrected Asphalt Binder Content 4.63 %
Mass Loss 111.4 g
Mass of aggregate remaining after ignition 2047 g
Correction Factor (Percent by mass of HMA Specimen) 0.53 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C