Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995118 DEA: 031H6304 EFIS: 0316000193
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-12.7/16.3
Work Description: CONSTRUCT TWO AUX LANES, CONC BARRIER, & MODIFY ELECT SYSTEMS.
Location Description: SACRAMENTO COUNTY IN AND NEAR ELK GROVE FROM 0.1 MILE SOUTH OF ELK GROVE BOULEVARD OVERCROSSING TO CALVINE ROAD OVERCROSSING
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rickard "Rick" Kaufman Structure Rep.: Mohseen Ghassemi
DIME Sample ID: 2024-08-06-101
TL Number from the TL Form: C743589
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: 08/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2024
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 24-158
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
DIME Test ID: 2024-08-06-101-1
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: 08/20/2024
Date Tested: 08/20/2024
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?
|
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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2.57
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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: 2024-08-06-101-2
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: 08/20/2024
Date Tested: 08/20/2024
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: L1
OBC 4.8
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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2111.7 g
|
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Corrected Asphalt Binder Content
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4.68 %
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Mass Loss
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108.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.45 %
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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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