Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001213 DEA: 11431644 EFIS: 1122000232
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-N17.7
Work Description: Cold plane, RHMA overlay, Concrete Barriers, Landscape and Electrical.
Location Description: IN SAN DIEGO COUNTY FROM ROUTE 78/5 SEPARATION TO 0.3 MILE EAST OF ESCONDIDO BOULEVARD UNDERCROSSING.
Contractor Name: Skanska USA Civil West
Contractor Address: 1995 Agua Mansa Rd., Riverside, CA 92509
Resident Engineer: Yong Pak Structure Rep.: Carlos Lopez
DIME Sample ID: 2026-05-13-32
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: 05/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona
DIME Test ID: 2026-05-13-32-1
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: 05/20/2026
Date Tested: 05/19/2026
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: N/A
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?
|
SI Units
|
|
Mass Determination
|
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
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2536.7 grams
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|
Mass of container filled with the sample and water for Sample 1
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8972.6 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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2.44
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Theoretical maximum density at 25°C (77°F)
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2432.9 kg/m^3
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DIME Test ID: 2026-05-13-32-2
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: 05/20/2026
Date Tested: 05/19/2026
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: Oven # 3 8.03%>(7.5+0.5), does not comply
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4040.2 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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6123.5 g
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Mass of HMA Sample prior to ignition
|
2083.3 g
|
|
Corrected Asphalt Binder Content
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8.03 %
|
|
Mass Loss
|
179.5 g
|
|
Mass of aggregate remaining after ignition
|
1903.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.59 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-05-13-32-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 05/20/2026
Date Tested: 05/20/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Cores
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3
|
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Core ID
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6A 18
|
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Dry Weight
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1239.3 grams
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Parrafin Coated Weight
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1265.5 grams
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Coated Weight in Water
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684.4 grams
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Theoretical Maximum Density
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2.44
|
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Core 2 ID
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6B 18
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Dry Weight 2
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1082.1 grams
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Parrafin Coated Weight 2
|
1104.5 grams
|
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Coated Weight in Water 2
|
604.9 grams
|
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Core 3 ID
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6C 18
|
|
Dry Weight 3
|
1112.8 grams
|
|
Parrafin Coated Weight 3
|
1134.2 grams
|
|
Coated Weight in Water 3
|
620.5 grams
|
DIME Test ID: 2026-05-13-32-4
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 05/20/2026
Date Tested: 05/20/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Cores
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3
|
|
Core ID
|
6A 19
|
|
Dry Weight
|
1252.9 grams
|
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Parrafin Coated Weight
|
1276.1 grams
|
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Coated Weight in Water
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699.7 grams
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Theoretical Maximum Density
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2.44
|
|
Core 2 ID
|
6B 19
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Dry Weight 2
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993.8 grams
|
|
Parrafin Coated Weight 2
|
1015.1 grams
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|
Coated Weight in Water 2
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554 grams
|
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Core 3 ID
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6C 19
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Dry Weight 3
|
1003.2 grams
|
|
Parrafin Coated Weight 3
|
1026.6 grams
|
|
Coated Weight in Water 3
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552.8 grams
|
DIME Test ID: 2026-05-13-32-5
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: 06/05/2026
Date Tested: 05/29/2026
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: Retest, Oven #1
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
|
4042.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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6093.1 g
|
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Mass of HMA Sample prior to ignition
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2050.7 g
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Corrected Asphalt Binder Content
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8.47 %
|
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Mass Loss
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183.3 g
|
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Mass of aggregate remaining after ignition
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1867.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.47 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 F
|