Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993312 DEA: 030J7004 EFIS: 0320000004
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-30.8/31.0
Work Description: CONSTRUCT RETAINING WALL, CULVERT AND PLACE HMA.
Location Description: BUTTE COUNTY NEAR FOREST RANCH FROM 1.3 MILES SOUTH TO 1.1 MILES SOUTH OF CARPENTER RIDGE ROAD
Contractor Name: Steelhead Constructors, Inc
Contractor Address: 2490 Innsbruck Dr, Redding, CA 96003
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci
DIME Sample ID: 2023-11-22-25
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: 11/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2023
The quantity of what the sample constitutes: 3/4" HMA-A
A brief description of the sample: Boxes of Mix
From where was the sample collected: Job Site
Laboratory sample identification: 23-281
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KRC Orland
DIME Test ID: 2023-11-22-25-1
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: 12/01/2023
Date Tested: 12/01/2023
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:
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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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2194.3 g
|
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Corrected Asphalt Binder Content
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4.70 %
|
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Mass Loss
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124.8 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.99 %
|
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Moisture Content
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0.00 %
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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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DIME Test ID: 2023-11-22-25-2
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: 12/01/2023
Date Tested: 12/01/2023
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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2.540
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Theoretical maximum density at 25°C (77°F)
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3 kg/m^3
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