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Sample Record for 2024-10-30-56

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Project Information

Project ID: 1000188 DEA: 112N1694 EFIS: 1122000282 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-3.3/72.9
Work Description: GRIND BRIDGE DECK, PLACE POLYESTER CONCRETE, AND APPLY METHACRYLATE.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM COLLEGE BOULEVARD UNDERCROSSING TO SAN FELIPE CREEK BRIDGE
Contractor Name: J. FRANCIS COMPANY
Contractor Address: 766 Palmyrita Ave, Suite C, Riverside, CA 92507
Resident Engineer: Alex Balce Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-30-56
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: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/18/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Supplier
Laboratory sample identification: 1301-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan CC

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320819 CC SJR
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-10-30-56-1
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: 01/13/2025
Date Tested: 01/10/2025
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 5.20 % Tested 5.40 %
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 4015.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5565.7 g
Mass of HMA Sample prior to ignition 1550.2 g
Corrected Asphalt Binder Content 5.4 %
Mass Loss 95.9 g
Mass of aggregate remaining after ignition 1454.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.79 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-10-30-56-2
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: 12/16/2024
Date Tested: 12/05/2024
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 2.478 Tested 2.875
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 1238.8 grams
Mass of container filled with the sample and water for Sample 1 8394.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 3.875
Theoretical maximum density at 25°C (77°F) 241.2 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-10-30-56-3
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: 12/16/2024
Date Tested: 12/05/2024
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 5.2 Avg of 3
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.355
Bulk Specific Gravity 2 2.354
Bulk Specific Gravity 3 2.356
Average Bulk Specific Gravity 2.355

Test 4 of 7

DIME Test ID: 2024-10-30-56-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/16/2024
Date Tested: 12/05/2024
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 5.2% Avg of 3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.2 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.2 %

Test 5 of 7

DIME Test ID: 2024-10-30-56-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/16/2024
Date Tested: 12/06/2024
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 & Dry > 100 Tensile > .50
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 188 psi
Average Wet Tensile Strength 160 psi
Tensile Strength Ratio 0.85

Test 6 of 7

DIME Test ID: 2024-10-30-56-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/16/2024
Date Tested: 12/05/2024
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 Avg of 1.88 mm
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
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) 1.16 mm
Maximum impression at 5000 passes (right wheel) 1.5 mm
Average impression at 5000 passes (left/right avg) 1.33 mm
Maximum impression at 10000 passes (left wheel) 1.42 mm
Maximum impression at 10000 passes (right wheel) 1.89 mm
Average impression at 10000 passes (left/right avg) 1.65 mm
Maximum impression at 15000 passes (left wheel) 1.68 mm
Maximum impression at 15000 passes (right wheel) 2.07 mm
Average impression at 15000 passes (left/right avg) 1.88 mm
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: 2024-10-30-56-7
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: 12/16/2024
Date Tested: 12/09/2024
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 Oil Content
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 3985.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5635.8 g
Mass of HMA Sample prior to ignition 1650.1 g
Corrected Asphalt Binder Content 6.17 %
Mass Loss 101.8 g
Mass of aggregate remaining after ignition 1548.3 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C