Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-99-10.4/21.2
Work Description: CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location Description: KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: James Burford Structure Rep.: Ulysis Baal
DIME Sample ID: 2022-09-28-27
TL Number from the TL Form: C773844
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/04/2022
The quantity of what the sample constitutes: 3 Boxes
A brief description of the sample: 3/4 HMA-A w/15% RAP
From where was the sample collected: Source
Laboratory sample identification: 022-083
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston
DIME Test ID: 2022-09-28-27-1
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: 10/14/2022
Date Tested: 10/13/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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?
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US Units
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Mass Determination
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Water
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Method Performed
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Mechanical Agitation - Method A
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|
Mass of oven-dry sample in air for Sample 1
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2625.3 grams
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Mass of sample in water for Sample 1
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1616.7 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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2.603
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Theoretical maximum density at 25°C (77°F)
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162.0 lb/ft^3
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DIME Test ID: 2022-09-28-27-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/14/2022
Date Tested: 10/13/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.5 %
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Percent Air Voids 2
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3.6 %
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Percent Air Voids 3
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3.5 %
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Percent Air Voids Average
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3.5 %
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DIME Test ID: 2022-09-28-27-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/14/2022
Date Tested: 10/13/2022
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.512
|
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Bulk Specific Gravity 2
|
2.509
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Bulk Specific Gravity 3
|
2.511
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Average Bulk Specific Gravity
|
2.511
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