Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213811 DEA: 112T2184 EFIS: 1116000174
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-5-R38.4/R47.3
Work Description: (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location Description: IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
Contractor Name: Flatiron-Skanska-Stacy and Witbeck, a Joint Venture
Contractor Address: 1525 Faraday Ave. #180, Carlsbad, CA 92008
Resident Engineer: Yong Pak Structure Rep.: Cailyn Le
DIME Sample ID: 2022-03-29-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/30/2022
The quantity of what the sample constitutes: 5 bags, 12 boxes, 4 cans
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Carroll Canyon
DIME Test ID: 2022-03-29-27-1
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: 08/29/2024
Date Tested: 04/08/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3539-PSU 288834
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.86 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.63 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2022-03-29-27-2
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: 08/29/2024
Date Tested: 04/08/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3539-PSU 288834
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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Air
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Specific Gravity for Sample 1
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2.516
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2022-03-29-27-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/29/2024
Date Tested: 04/08/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3539-PSU 288834
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.7 %
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Percent Air Voids 2
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3.7
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Percent Air Voids 3
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3.6
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Average Percent Air Voids
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3.7
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DIME Test ID: 2022-03-29-27-4
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: 08/29/2024
Date Tested: 04/08/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 3539-PSU 288834
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.422
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Bulk Specific Gravity 2
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2.422
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Bulk Specific Gravity 3
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2.425
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Average Bulk Specific Gravity
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2.423
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DIME Test ID: 2022-03-29-27-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/29/2024
Date Tested: 04/12/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: 0524-PSU 11-2T2184
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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231 psi
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Average Wet Tensile Strength
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229 psi
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Tensile Strength Ratio
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99
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DIME Test ID: 2022-03-29-27-8
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: 08/29/2024
Date Tested: 04/08/2022
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Rice Test for RAP
Test Result Compliance:
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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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7477.4 grams
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Mass of oven-dry sample in air for Sample 1
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1522 grams
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Mass of container filled with the sample and water for Sample 1
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8390.8 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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2.501
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Theoretical maximum density at 25°C (77°F)
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no data
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