Sample Record for 2025-06-08-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000683 DEA: 11056404 EFIS: 1124000359
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-0.6/2.7
Work Description: PERFORM GRADING, CONSTRUCT DRAINAGE FACILITIES, SIGNS AND STRIPING.
Location Description: SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 0.2 MILE EAST OF SIEMPRE VIVA ROAD OVERCROSSING
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: Unknown
Resident Engineer: Steve McMillan Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-06-08-9
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: 06/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMF Verification
From where was the sample collected: Supplier
Laboratory sample identification: 25-06-08-9-JMFV
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
Material Information
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 326122 Otay SJR
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: 2025-06-08-9-1
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: 06/24/2025
Date Tested: 06/21/2025
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 7.80% Tested 8.24% 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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4027.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5603.4 g
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Mass of HMA Sample prior to ignition
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1576.2 g
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Corrected Asphalt Binder Content
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8.24 %
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Mass Loss
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145.3 g
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Mass of aggregate remaining after ignition
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1430.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.98 %
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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: 2025-06-08-9-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/12/2025
Date Tested: 06/11/2025
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: target=2.418
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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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 1
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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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1536.2 grams
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Mass of container filled with the sample and water for Sample 1
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8376.8 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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2.419
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Theoretical maximum density at 25°C (77°F)
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150.6 lb/ft^3
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Test 3 of 7
DIME Test ID: 2025-06-08-9-3
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: 06/12/2025
Date Tested: 06/11/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.342
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Bulk Specific Gravity 2
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2.343
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Bulk Specific Gravity 3
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2.344
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Average Bulk Specific Gravity
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2.343
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Test 4 of 7
DIME Test ID: 2025-06-08-9-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/12/2025
Date Tested: 06/11/2025
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:
Test Result Compliance:
Additional Comments When Verified:
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Percent Air Voids
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3.2 %
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Percent Air Voids 2
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3.1 %
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Percent Air Voids 3
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3.1 %
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Average Percent Air Voids
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3.1 %
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Test 5 of 7
DIME Test ID: 2025-06-08-9-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
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 06/24/2025. The corrected test ID is: 2025-06-08-9-7
Reason: retested
Test 6 of 7
DIME Test ID: 2025-06-08-9-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/19/2025
Date Tested: 06/18/2025
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: Passes - 15,000 Complies Target <12.7 mm Tested Avg of 4.42 mm
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
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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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1.45 mm
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Maximum impression at 5000 passes (right wheel)
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1.58 mm
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Average impression at 5000 passes (left/right avg)
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1.52 mm
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Maximum impression at 10000 passes (left wheel)
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2.89 mm
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Maximum impression at 10000 passes (right wheel)
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3.12 mm
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Average impression at 10000 passes (left/right avg)
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3.01 mm
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Maximum impression at 15000 passes (left wheel)
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4.24 mm
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Maximum impression at 15000 passes (right wheel)
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4.6 mm
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Average impression at 15000 passes (left/right avg)
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4.42 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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Test 7 of 7
DIME Test ID: 2025-06-08-9-7
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/24/2025
Date Tested: 06/24/2025
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 WET > 70 psi and DRY . 100 psi Tested WET 79 psi and DRY 110 psi
The test was superseded from test ID: 2025-06-08-9-5
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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110 psi
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Average Wet Tensile Strength
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79 psi
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Tensile Strength Ratio
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0.72
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