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Sample Record for 2026-07-14-84

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Project Information

Project ID: 1000320 DEA: 11430324 EFIS: 1118000102 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-805-14.6/23.7
Work Description: MODIFY ELECTRICAL, CONCRETE PAVEMENT, DRAINAGE AND SIGNS.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM ROUTE 805/15 SEPARATION TO 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 VIA EXCELENCIA STE 200, SAN DIEGO, CA 92126
Resident Engineer: Art Pannu Structure Rep.: Jose Delgado

Sample Information

DIME Sample ID: 2026-07-14-84
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: 07/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2026
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: MM Lakeside

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418180AH
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): 5

Test Results

Test

DIME Test ID: 2026-07-14-84-1
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/31/2026
Date Tested: 07/31/2026
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 1
Core ID L2-SL1
Dry Weight 1523.5 grams
Parrafin Coated Weight 1541.9 grams
Coated Weight in Water 856.9 grams
Theoretical Maximum Density 2.434

Test

DIME Test ID: 2026-07-14-84-2
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: 07/31/2026
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: 6.87%< (7.5-0.5)5, does not comply, oven 4
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 4046.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5581.4 g
Mass of HMA Sample prior to ignition 1535.3 g
Corrected Asphalt Binder Content 6.87 %
Mass Loss 116.8 g
Mass of aggregate remaining after ignition 1418.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-07-14-84-3
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: 07/31/2026
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: complies
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 2575.2 grams
Mass of container filled with the sample and water for Sample 1 8992.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.434
Theoretical maximum density at 25°C (77°F) 2426.9 kg/m^3

Test

DIME Test ID: 2026-07-14-84-4
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 07/31/2026
Date Tested: 07/31/2026
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 1
Core ID L2-SL2
Dry Weight 1127.6 grams
Parrafin Coated Weight 1142.2 grams
Coated Weight in Water 648 grams
Theoretical Maximum Density 2.434

Test

DIME Test ID: 2026-07-14-84-5
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: 08/07/2026
Date Tested: 08/07/2026
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 6.82%, min is 7.1%.
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 4026.2 g
Mass of the specimen and specimen basket assembly prior to ignition 6046.2 g
Corrected Asphalt Binder Content 6.82 %
Mass of HMA Sample prior to ignition 2020 g
Mass Loss 152.8 g
Mass of aggregate remaining after ignition 1867.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.74 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C