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Sample Record for 2025-07-09-34

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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: 2025-07-09-34
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: 07/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFV
From where was the sample collected: Source
Laboratory sample identification: 25-07-09-34-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218180
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-07-09-34-1
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: 07/22/2025
Date Tested: 07/18/2025
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: Target - 7.5%, Save Material for T30
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 4034.2 g
Mass of the specimen and specimen basket assembly prior to ignition 5590.5 g
Mass of HMA Sample prior to ignition 1556.3 g
Corrected Asphalt Binder Content 8.33 %
Mass Loss 132.8 g
Mass of aggregate remaining after ignition 1423.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.2 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-07-09-34-2
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: 07/11/2025
Date Tested: 07/11/2025
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 2.460 and tested 2 times 1st- 2.420 and 2.413 . Used 2.420 for testing
Test Result Compliance: does not comply
Additional Comments When Verified:
Number of tests 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 7475.6 grams
Mass of oven-dry sample in air for Sample 1 1537.9 grams
Mass of container filled with the sample and water for Sample 1 8378 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.42
Theoretical maximum density at 25°C (77°F) 150.6 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-07-09-34-3
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: 07/11/2025
Date Tested: 07/11/2025
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 - Bulk Specific Gravity within 0.008 for all 3 pucks
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.327
Bulk Specific Gravity 2 2.332
Bulk Specific Gravity 3 2.333
Average Bulk Specific Gravity 2.331

Test 4 of 6

DIME Test ID: 2025-07-09-34-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/11/2025
Date Tested: 07/11/2025
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 3.7%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.8 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.7 %

Test 5 of 6

DIME Test ID: 2025-07-09-34-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/23/2025
Date Tested: 07/23/2025
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 WET Target > 70 psi, tested 73 psi and DRY Target > 100 psi, Tested 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 100 psi
Average Wet Tensile Strength 73 psi
Tensile Strength Ratio 0.73

Test 6 of 6

DIME Test ID: 2025-07-09-34-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/22/2025
Date Tested: 07/16/2025
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 12.7 mm Tested a Avg of 4.83 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.9 mm
Maximum impression at 5000 passes (right wheel) 1.51 mm
Average impression at 5000 passes (left/right avg) 1.71 mm
Maximum impression at 10000 passes (left wheel) 3.87 mm
Maximum impression at 10000 passes (right wheel) 2.89 mm
Average impression at 10000 passes (left/right avg) 3.38 mm
Maximum impression at 15000 passes (left wheel) 5.46 mm
Maximum impression at 15000 passes (right wheel) 4.19 mm
Average impression at 15000 passes (left/right avg) 4.83 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data