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Sample Record for 2025-07-15-82

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Project Information

Project ID: 1001060 DEA: 112N2344 EFIS: 1124000192 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-0.4/T2.8
Work Description: COLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: Unknown
Resident Engineer: Alex Balce Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-07-15-82
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: 07/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2025
The quantity of what the sample constitutes: 12 Boxes
A brief description of the sample: JMF
From where was the sample collected: Supplier
Laboratory sample identification: 25-07-15-82-JMF
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220206 Otay SJR
Binder content (%): 4.7
Virgin binder PG: PG58-16
Design binder PG: PG58-16
Binder Supplier: Valero
RAP content (%): 15
WMA Additives: No
Antistrip type: No
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-07-15-82-1
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: 08/19/2025
Date Tested: 08/19/2025
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 - 4.8%, 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 3931.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5978.7 g
Mass of HMA Sample prior to ignition 2047.1 g
Corrected Asphalt Binder Content 6.14 %
Mass Loss 117.1 g
Mass of aggregate remaining after ignition 1930 g
Correction Factor (Percent by mass of HMA Specimen) -0.42 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2025-07-15-82-2
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: 08/01/2025
Date Tested: 07/31/2025
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 - 2.502 Tested 2.508
Test Result Compliance: complies
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 2560.9 grams
Mass of container filled with the sample and water for Sample 1 9015.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.508
Theoretical maximum density at 25°C (77°F) 156.1 lb/ft^3

Test 3 of 7

DIME Test ID: 2025-07-15-82-3
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: 08/01/2025
Date Tested: 07/31/2025
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 is Gmb within 0.008 from lowest puck to highest puck . Tested Lowest 2.336 and Highest 2.343 - Complies
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.342
Bulk Specific Gravity 2 2.336
Bulk Specific Gravity 3 2.343
Average Bulk Specific Gravity 2.34

Test 4 of 7

DIME Test ID: 2025-07-15-82-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/01/2025
Date Tested: 07/31/2025
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 - Avg of 3 pucks consisted of 6.7% Air Voids - Non Compliance
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 6.6 %
Percent Air Voids 2 6.9 %
Percent Air Voids 3 6.6 %
Average Percent Air Voids 6.7 %

Test 5 of 7

DIME Test ID: 2025-07-15-82-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/19/2025
Date Tested: 08/18/2025
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: Complies - Target WET > 70 psi & DRY > 100 psi Tested WET - 109 psi & DRY 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 109 psi
Tensile Strength Ratio 1.09

Test 6 of 7

DIME Test ID: 2025-07-15-82-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/19/2025
Date Tested: 08/15/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 45.0 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) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 1.28 mm
Maximum impression at 5000 passes (right wheel) 1.2 mm
Average impression at 5000 passes (left/right avg) 1.24 mm
Maximum impression at 10000 passes (left wheel) 1.57 mm
Maximum impression at 10000 passes (right wheel) 1.43 mm
Average impression at 10000 passes (left/right avg) 1.5 mm
Average impression at 15000 passes (left/right avg) no data
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 7 of 7

DIME Test ID: 2025-07-15-82-7
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: 08/05/2025
Date Tested: 08/01/2025
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: RAP
Test Result Compliance: not applicable
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4021.6 g
Mass of the specimen and specimen basket assembly prior to ignition 5672 g
Mass of HMA Sample prior to ignition 1650.4 g
Corrected Asphalt Binder Content 4.51 %
Mass Loss 74.5 g
Mass of aggregate remaining after ignition 1575.9 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C