Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002212 DEA: 033J3104 EFIS: 0322000248
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-12-3.5/3.8
Work Description: Jackson Slough Road Intersection Improvement
Location Description:
Contractor Name: TIM PAXINS PACIFIC EXCAVATION, INC
Contractor Address: 9796 Kent Street, Elk Grove CA 95624
Resident Engineer: Lorraine Tullo Structure Rep.: Nicolas Sanders
DIME Sample ID: 2026-09-17-18
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2026
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: (3/4" RHMA-G)
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins - Continuous Plant
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 32140532500
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: PNW
RAP content (%):
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-09-17-18-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/18/2026
Date Tested: 09/18/2026
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:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7402.5 grams
|
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Mass of oven-dry sample in air for Sample 1
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2626.8 grams
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Mass of container filled with the sample and water for Sample 1
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8960.4 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.457
|
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Theoretical maximum density at 25°C (77°F)
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2449.9 kg/m^3
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DIME Test ID: 2026-09-17-18-2
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: 09/18/2026
Date Tested: 09/18/2026
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: R2
OBC 7.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
|
Method A
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Mass of HMA Sample prior to ignition
|
2130.6 g
|
|
Corrected Asphalt Binder Content
|
7.3 %
|
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Mass Loss
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164.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.41 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
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