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Sample Record for 2026-07-15-34

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Project Information

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

Sample Information

DIME Sample ID: 2026-07-15-34
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: 07/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2026
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Sample
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble Corona

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 50R003ARSPWEC
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%): 0
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test

DIME Test ID: 2026-07-15-34-1
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: 08/03/2026
Date Tested: 07/29/2026
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: 8.46%.(7.5+0.5)%, does not comply, oven 3
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4041.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5619.2 g
Mass of HMA Sample prior to ignition 1577.7 g
Corrected Asphalt Binder Content 8.46 %
Mass Loss 142 g
Mass of aggregate remaining after ignition 1435.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.54 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-07-15-34-2
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: 08/03/2026
Date Tested: 07/29/2026
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: complies
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1545.4 grams
Mass of container filled with the sample and water for Sample 1 8387 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.438
Theoretical maximum density at 25°C (77°F) 2430.9 kg/m^3

Test

DIME Test ID: 2026-07-15-34-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 08/03/2026
Date Tested: 07/30/2026
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 4
Core ID 7A5
Dry Weight 701.2 grams
Parrafin Coated Weight 718.9 grams
Coated Weight in Water 390.5 grams
Theoretical Maximum Density 2.438
Core 2 ID 7B5
Dry Weight 2 1145.3 grams
Parrafin Coated Weight 2 1172 grams
Coated Weight in Water 2 633.8 grams
Core 3 ID 7C5
Dry Weight 3 572.8 grams
Parrafin Coated Weight 3 595.3 grams
Coated Weight in Water 3 316.3 grams
Core 4 ID 7A6
Dry Weight 4 813.7 grams
Parrafin Coated Weight 4 838.2 grams
Coated Weight in Water 4 448.6 grams

Test

DIME Test ID: 2026-07-15-34-4
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: 08/14/2026
Date Tested: 08/14/2026
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, does not comply, tested 8.37%, max allowed is 8.0%. Oven 3
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4045.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5584.5 g
Mass of HMA Sample prior to ignition 1539.3 g
Corrected Asphalt Binder Content 8.37 %
Mass Loss 137.2 g
Mass of aggregate remaining after ignition 1402.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.54 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C