Sample Record for 2025-07-09-45
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2025-07-09-45
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: Verification
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: 07/11/2025
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: 25-07-09-45-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418180 MM
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 7
DIME Test ID: 2025-07-09-45-1
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: 07/21/2025
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 7.24 % Saved Material for T30
Test Result Compliance: complies
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?
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Method A
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Mass of the specimen basket assembly
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3996.3 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6056 g
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Mass of HMA Sample prior to ignition
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2059.7 g
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Corrected Asphalt Binder Content
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7.24 %
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Mass Loss
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151.8 g
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Mass of aggregate remaining after ignition
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1907.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.13 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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Test 2 of 7
DIME Test ID: 2025-07-09-45-4
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: 07/16/2025
Date Tested: 07/15/2025
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 - 2.446 Tested 2.439 Within .024 spec
Test Result Compliance: complies
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?
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US Units
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Mass Determination
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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
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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2556.7 grams
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Mass of container filled with the sample and water for Sample 1
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8983.9 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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2.439
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Theoretical maximum density at 25°C (77°F)
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151.8 lb/ft^3
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Test 3 of 7
DIME Test ID: 2025-07-09-45-5
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: 07/16/2025
Date Tested: 07/15/2025
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 All 3 pucks are within the .008 spec for the Gmb
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.35
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Bulk Specific Gravity 2
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2.349
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Bulk Specific Gravity 3
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2.347
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Average Bulk Specific Gravity
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2.349
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Test 4 of 7
DIME Test ID: 2025-07-09-45-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/16/2025
Date Tested: 07/15/2025
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 Avg of 3.7%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.6 %
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Percent Air Voids 2
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3.7 %
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Percent Air Voids 3
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3.8 %
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Average Percent Air Voids
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3.7 %
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Test 5 of 7
DIME Test ID: 2025-07-09-45-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/25/2025
Date Tested: 07/25/2025
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 81 psi / DRY Target >100 psi tested 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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100 psi
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Average Wet Tensile Strength
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81 psi
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Tensile Strength Ratio
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0.81
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Test 6 of 7
DIME Test ID: 2025-07-09-45-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: D11PlantServices@dot.ca.gov
Organization Phone: (858) 518-8709
This test has been superseded on 07/23/2025. The corrected test ID is: 2025-07-09-45-9
Reason: retested
Test 7 of 7
DIME Test ID: 2025-07-09-45-9
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
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: Pass
The test was superseded from test ID: 2025-07-09-45-8
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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122 F
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Air Void Content for specimen A-1
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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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Air Void Content for specimen B-2
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no data
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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3.36 mm
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Maximum impression at 5000 passes (right wheel)
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2.34 mm
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Average impression at 5000 passes (left/right avg)
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2.85 mm
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Maximum impression at 10000 passes (left wheel)
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6.21 mm
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Maximum impression at 10000 passes (right wheel)
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4.67 mm
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Average impression at 10000 passes (left/right avg)
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5.44 mm
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Maximum impression at 15000 passes (left wheel)
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9.77 mm
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Maximum impression at 15000 passes (right wheel)
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6.89 mm
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Average impression at 15000 passes (left/right avg)
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8.33 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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