Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994901 DEA: 112T3434 EFIS: 1120000081
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-5.1/8.3
Work Description: SOUNDWALLS, WIDEN FREEWAY, STRUCTURES, LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN CHULA VISTA FROM PALOMAR STREET OVERCROSSING TO 0.5 MILE NORTH OF BONITA ROAD UNDERCROSSING
Contractor Name: WALSH CONSTRUCTION COMPANY II, LLC
Contractor Address: 1260 Corona Pointe Court #201
Resident Engineer: Tan Cao Structure Rep.: Daniela Lopez
DIME Sample ID: 2026-01-21-14
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: 01/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/22/2026
The quantity of what the sample constitutes: 16 Boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2026-01-21-14-1
Test Method: AASHTO T308-25: 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: 01/27/2026
Date Tested: 01/29/2026
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: Does Not Comply Target 4.70% Tested 5.45%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
4038.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6100.5 g
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|
Corrected Asphalt Binder Content
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5.45 %
|
|
Mass of HMA Sample prior to ignition
|
2062.3 g
|
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Mass Loss
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125.1 g
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Mass of aggregate remaining after ignition
|
1937.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.62 %
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Moisture Content
|
no data0 %
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|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
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5.38 C
|
DIME Test ID: 2026-01-21-14-2
Test Method: AASHTO T308-25: 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: 02/05/2026
Date Tested: 01/27/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3963.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5614.6 g
|
|
Corrected Asphalt Binder Content
|
6.22 %
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|
Mass of HMA Sample prior to ignition
|
1651 g
|
|
Mass Loss
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102.7 g
|
|
Mass of aggregate remaining after ignition
|
1548.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-01-21-14-3
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: 01/27/2026
Date Tested: 01/26/2026
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: Complies Target 2.515 Gmm Tested 2.498 Gmm
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?
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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 1
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2547.6 grams
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Mass of container filled with the sample and water for Sample 1
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9003.3 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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2.498
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Theoretical maximum density at 25°C (77°F)
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155.5 lb/ft^3
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DIME Test ID: 2026-01-21-14-4
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: 01/27/2026
Date Tested: 01/27/2026
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: Complies Target within .91 Tested Low 2.406 and High 2.412
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.406
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Bulk Specific Gravity 2
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2.412
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Bulk Specific Gravity 3
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2.411
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Average Bulk Specific Gravity
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2.41
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DIME Test ID: 2026-01-21-14-5
Test Method: AASHTO T269-24E25: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/27/2026
Date Tested: 01/27/2026
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: Complies Target 4.0% +/- 1.5 % Tested an Avg of 3.5%
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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3.4 %
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Percent Air Voids 3
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3.5 %
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Average Percent Air Voids
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3.5 %
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DIME Test ID: 2026-01-21-14-6
Test Method: AASHTO T308-25: 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: 01/27/2026
Date Tested: 01/27/2026
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: Does Not Comply with Specifications
Test Result Compliance: does not comply
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
|
4029.3 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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6078.7 g
|
|
Corrected Asphalt Binder Content
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5.59 %
|
|
Mass of HMA Sample prior to ignition
|
2049.4 g
|
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Mass Loss
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124 g
|
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Mass of aggregate remaining after ignition
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1925.4 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
|
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Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
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|
Test Temperature
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538 F
|