Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994235 DEA: 030J8704 EFIS: 0320000035
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-191-8.4/10.1
Work Description: STABILIZE CUT SLOPE, WIDEN SHOULDERS, REPLACE DRAINAGE AND PLACE HMA.
Location Description: BUTTE COUNTY IN AND NEAR PARADISE FROM 0.3 MILES SOUTH OF AIRPORT ROAD TO 0.2 MILES NORTH OF OLD CLARK ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95765
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2024-09-06-67
TL Number from the TL Form: C802856
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: 09/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
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 24-239
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
DIME Test ID: 2024-09-06-67-1
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: 10/10/2024
Date Tested: 10/09/2024
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:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Specific Gravity for Sample 1
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2.536
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Theoretical maximum density at 25°C (77°F)
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3 kg/m^3
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DIME Test ID: 2024-09-06-67-2
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: 10/10/2024
Date Tested: 10/09/2024
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 4.7
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2110.2 g
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Corrected Asphalt Binder Content
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5.01 %
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Mass Loss
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116.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.51 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.02 %
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Test Temperature
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538 C
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