Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993318 DEA: 11423704 EFIS: 1116000059
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman
DIME Sample ID: 2023-08-17-52
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: 08/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 8 boxes 3 bags
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 6525-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCA Lakeside
DIME Test ID: 2023-08-17-52-1
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: 10/06/2023
Date Tested: 08/28/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4012.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5550.6 g
|
|
Mass of HMA Sample prior to ignition
|
1537.9 g
|
|
Corrected Asphalt Binder Content
|
5.75 %
|
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Mass Loss
|
99.6 g
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Mass of aggregate remaining after ignition
|
1438.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.73 %
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Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-08-17-52-2
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: 10/06/2023
Date Tested: 08/28/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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no data
|
|
Mass of container filled with water 1
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1558.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8399 grams
|
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Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.448
|
|
Theoretical maximum density at 25°C (77°F)
|
152.4 lb/ft^3
|
DIME Test ID: 2023-08-17-52-3
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: 10/06/2023
Date Tested: 08/28/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.313
|
|
Bulk Specific Gravity 2
|
2.325
|
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Bulk Specific Gravity 3
|
2.345
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Average Bulk Specific Gravity
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2.328
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DIME Test ID: 2023-08-17-52-5
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: 10/06/2023
Date Tested: 08/28/2023
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: 3 RAP Burns
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4024.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5695 g
|
|
Mass of HMA Sample prior to ignition
|
1670.3 g
|
|
Corrected Asphalt Binder Content
|
92.03 %
|
|
Mass Loss
|
1537.2 g
|
|
Mass of aggregate remaining after ignition
|
133.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-08-17-52-6
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: 10/06/2023
Date Tested: 08/28/2023
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: RAP Rice
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7477.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1629.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8436.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.431
|
|
Theoretical maximum density at 25°C (77°F)
|
151.3 lb/ft^3
|
DIME Test ID: 2023-08-17-52-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/06/2023
Date Tested: 08/29/2023
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:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
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3.4 %
|
|
Percent Air Voids 2
|
3.5 %
|
|
Percent Air Voids 3
|
2.6 %
|
|
Average Percent Air Voids
|
3.2 %
|