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Sample Record for 2025-04-07-35

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Project Information

Project ID: 994947 DEA: 112T3644 EFIS: 1121000108 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-56-0.3/3.0
Work Description: CONSTRUCT JPCP, HMA, RHMA-G, SIGNS, BARRIERS, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM EL CAMINO REAL UNDERCROSSING TO 0.3 MILE WEST OF CARMEL VALLEY ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real #200, Carlsbad, CA 92008
Resident Engineer: Steve Mcmillan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-07-35
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: 04/07/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/11/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSUE
From where was the sample collected: Source
Laboratory sample identification: 25-04-07-35 PSU
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: 21218080SR MM
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: 2025-04-07-35-1
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: 04/11/2025
Date Tested: 04/11/2025
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 = 7.5% Tested 7.73%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4017.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5559.2 g
Mass of HMA Sample prior to ignition 1541.9 g
Corrected Asphalt Binder Content 7.73 %
Mass Loss 125.3 g
Mass of aggregate remaining after ignition 1416.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.4 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-04-07-35-2
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: 04/11/2025
Date Tested: 04/11/2025
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 = 2.457 Tested 2 times !st- 2.411 and 2nd 2.410
Test Result Compliance: does not comply
Additional Comments When Verified:
Number of tests 2
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 1551.2 grams
Mass of container filled with the sample and water for Sample 1 8383.5 grams
Mass of container filled with water 7475.6
Mass of oven-dry sample in air for Sample 2 1524.5 grams
Mass of container filled with the sample and water for Sample 2 8367.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.411
Specific Gravity for Sample 2 2.41
Average Specific Gravity 2.411
Theoretical maximum density at 25°C (77°F) 150.1 lb/ft^3

Test 3 of 6

DIME Test ID: 2025-04-07-35-3
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: 04/11/2025
Date Tested: 04/11/2025
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% Air Voids Tested Avg of 3.7% Air Voids
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.321
Bulk Specific Gravity 2 2.321
Bulk Specific Gravity 3 2.321
Average Bulk Specific Gravity 2.321

Test 4 of 6

DIME Test ID: 2025-04-07-35-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 04/11/2025
Date Tested: 04/11/2025
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% Tested Avg of 3.7%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.7 %
Percent Air Voids 2 3.7 %
Percent Air Voids 3 3.7 %
Average Percent Air Voids 3.7 %

Test 5 of 6

DIME Test ID: 2025-04-07-35-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 04/22/2025
Date Tested: 04/18/2025
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: Does Not Comply Targets WET>70 psi and DRY > 100 psi Tested WET-50 psi and DRY - 88 psi
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 88 psi
Average Wet Tensile Strength 50 psi
Tensile Strength Ratio 0.57

Test 6 of 6

DIME Test ID: 2025-04-07-35-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 04/23/2025
Date Tested: 04/23/2025
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 Target 12.7 mm Tested an Avg of 12.3 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 113 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) 3.89 mm
Maximum impression at 5000 passes (right wheel) 4.32 mm
Average impression at 5000 passes (left/right avg) 4.11 mm
Maximum impression at 10000 passes (left wheel) 7.81 mm
Maximum impression at 10000 passes (right wheel) 8.63 mm
Average impression at 10000 passes (left/right avg) 8.22 mm
Maximum impression at 15000 passes (left wheel) 11.64 mm
Maximum impression at 15000 passes (right wheel) 12.91 mm
Average impression at 15000 passes (left/right avg) 12.28 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data