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Sample Record for 2024-04-08-70

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Project Information

Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-50,80-0.0/2.5,4.1/R11.4
Work Description: CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location Description: YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
Contractor Name: Flat-Iron Teichert A Joint Venture
Contractor Address: 1200 Concord Avenue Suite 465, Concord, CA 94520
Resident Engineer: Daniel Tecle Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2024-04-08-70
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: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2024
The quantity of what the sample constitutes: 1/2" HMA
A brief description of the sample: 2 Boxes of Mix
From where was the sample collected: Job Site
Laboratory sample identification: 24-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 2
Sublot number: 1
HMA Mix Number:

Test Results

Test 1 of 2

DIME Test ID: 2024-04-08-70-1
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: 04/25/2024
Date Tested: 04/25/2024
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: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 1622.5 g
Corrected Asphalt Binder Content 5.53 %
Mass Loss 100.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2024-04-08-70-2
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: 04/25/2024
Date Tested: 04/25/2024
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 2.502
Theoretical maximum density at 25°C (77°F) 3 kg/m^3