Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001565 DEA: 030J4404 EFIS: 0319000285
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-162-15.6/18.5
Work Description: COLD PLANE AC PVMT, HMA, MINOR CONCRETE, SIGNAL AND LIGHTING SYSTEM.
Location Description: BUTTE COUNTY IN OROVILLE FROM FEATHER RIVER BRIDGE TO FOOTHILL BOULEVARD
Contractor Name: Teichert & Son, Inc.
Contractor Address: 4401 Duluth Ave., Rocklin CA 95765
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2026-08-17-50
TL Number from the TL Form: C955828
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: 08/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2026
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: Source
Laboratory sample identification: Daily Sample 26-215
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 13
HMA Mix Number: 30940532500P
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier: PNW
RAP content (%): 0
WMA Additives: No
Antistrip type:
DIME Test ID: 2026-08-17-50-1
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: 08/20/2026
Date Tested: 08/18/2026
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
|
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Method Performed
|
Mechanical Agitation - Method A
|
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Mass of container filled with water
|
7402.5 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2614.5 grams
|
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Mass of container filled with the sample and water for Sample 1
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8962.2 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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2.479
|
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Theoretical maximum density at 25°C (77°F)
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2471.8 kg/m^3
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DIME Test ID: 2026-08-17-50-2
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: 08/20/2026
Date Tested: 08/18/2026
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: L1
OBC 7.5%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
|
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Mass of HMA Sample prior to ignition
|
2142.5 g
|
|
Corrected Asphalt Binder Content
|
7.72 %
|
|
Mass Loss
|
175.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
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Moisture Content
|
no data0 %
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|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
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