Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994400 DEA: 09378904 EFIS: 0919000003
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-14-46.2/52.8
Work Description: RHMA PLACED OVER PARTIAL DEPTH RECYCLING.
Location Description: KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE
Contractor Name: STATEWIDE TRAFFIC SIGN AND SAFETY
Contractor Address: 4400 State Road, Bakersfield, CA 93308
Resident Engineer: Damon Cherenzia Structure Rep.: Unknown
DIME Sample ID: 2023-06-20-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/26/2023
The quantity of what the sample constitutes: 1 box
A brief description of the sample: RHMA
From where was the sample collected: Source
Laboratory sample identification: RHMA-13
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec
DIME Test ID: 2023-06-20-30-1
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: 06/29/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-13
Test Result Compliance: complies
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?
|
US Units
|
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Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7310.5 grams
|
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Mass of oven-dry sample in air for Sample 1
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2058.8 grams
|
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Mass of container filled with the sample and water for Sample 1
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8536.5 grams
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Temperature of Water
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77.3 °F
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Specific Gravity for Sample 1
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2.472
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Theoretical maximum density at 25°C (77°F)
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153.9 lb/ft^3
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DIME Test ID: 2023-06-20-30-2
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: 06/29/2023
Date Tested: 06/27/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-13
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
|
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Mass of the specimen basket assembly
|
4243.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6258.5 g
|
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Mass of HMA Sample prior to ignition
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2014.9 g
|
|
Corrected Asphalt Binder Content
|
7.71 %
|
|
Mass Loss
|
158.3 g
|
|
Mass of aggregate remaining after ignition
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1856.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.15 %
|
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
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|
Test Temperature
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538 C
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