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Sample Record for 2024-07-28-2

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Project Information

Project ID: 993529 DEA: 11430514 EFIS: 1119000008 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao

Sample Information

DIME Sample ID: 2024-07-28-2
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: 07/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: PSU
From where was the sample collected: Source
Laboratory sample identification: 6641-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 53417105
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-07-28-2-1
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: 08/06/2024
Date Tested: 07/30/2024
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) 518-8709
General Comments for this Test: Save burn sample for T30 Complies Target 5.00% Tested 5.50%
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 4025.8 g
Mass of the specimen and specimen basket assembly prior to ignition 6078.7 g
Mass of HMA Sample prior to ignition 2052.9 g
Corrected Asphalt Binder Content 5.5 %
Mass Loss 122.9 g
Mass of aggregate remaining after ignition 1930 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-07-28-2-2
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: 08/06/2024
Date Tested: 07/30/2024
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) 518-8709
General Comments for this Test: Complies Target 2.451 Tested 2.450
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 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 1 7475.6 grams
Mass of oven-dry sample in air for Sample 1 2540.3 grams
Mass of container filled with the sample and water for Sample 1 8978.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.45
Theoretical maximum density at 25°C (77°F) 152.5 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-07-28-2-3
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: 08/06/2024
Date Tested: 08/05/2024
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) 518-8709
General Comments for this Test: Complies Avg Air Void is 3.2 % Target 4.0
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.375
Bulk Specific Gravity 2 2.371
Bulk Specific Gravity 3 2.368
Average Bulk Specific Gravity 2.371

Test 4 of 7

DIME Test ID: 2024-07-28-2-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/06/2024
Date Tested: 08/05/2024
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) 518-8709
General Comments for this Test: Complies Target 4.0% Tested Avg of 3.2%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.1 %
Percent Air Voids 2 3.2 %
Percent Air Voids 3 3.3 %
Average Percent Air Voids 3.2 %

Test 5 of 7

DIME Test ID: 2024-07-28-2-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/06/2024
Date Tested: 08/06/2024
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) 518-8709
General Comments for this Test: Complies WET > 70 and DRY => 100
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 100 psi
Average Wet Tensile Strength 95 psi
Tensile Strength Ratio 0.95

Test 6 of 7

DIME Test ID: 2024-07-28-2-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/06/2024
Date Tested: 08/02/2024
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) 518-8709
General Comments for this Test: Complies < 12.7 mm
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 113 F
Binder High PG Grade no data
Binder Content TWM no data
Air Void Content no data
Aggregate Gradation no data
Type and Amount of Anti-Stripping Additive More life 5000 0.5%
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 2.12 mm
Maximum impression at 5000 passes (right wheel) 2.35 mm
Average impression at 5000 passes (left/right avg) 2.24 mm
Maximum impression at 10000 passes (left wheel) 2.7 mm
Maximum impression at 10000 passes (right wheel) 2.61 mm
Average impression at 10000 passes (left/right avg) 2.66 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: 2024-07-28-2-8
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: 08/06/2024
Date Tested: 08/02/2024
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) 518-8709
General Comments for this Test: 3 RAP Burns, Save 1 for RAP T308 - Complies
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 3995 g
Mass of the specimen and specimen basket assembly prior to ignition 5646.7 g
Mass of HMA Sample prior to ignition 1651.7 g
Corrected Asphalt Binder Content 7.55 %
Mass Loss 124.7 g
Mass of aggregate remaining after ignition 1527 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C