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Sample Record for 2023-11-10-45

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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: 2023-11-10-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/13/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 3/4" HMA PSU
From where was the sample collected: Source
Laboratory sample identification: 6634-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: 2023-11-10-45-1
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: 11/30/2023
Date Tested: 11/20/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Binder Target 5.0% Failed 5.65%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4029.4 g
Mass of the specimen and specimen basket assembly prior to ignition 6075.3 g
Mass of HMA Sample prior to ignition 2045.9 g
Corrected Asphalt Binder Content 5.65 %
Mass Loss 128.4 g
Mass of aggregate remaining after ignition 1917.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.63 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test 2 of 7

DIME Test ID: 2023-11-10-45-2
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: 11/30/2023
Date Tested: 11/17/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 2543.8 grams
Mass of container filled with the sample and water for Sample 1 8987.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.462
Theoretical maximum density at 25°C (77°F) 153.2 lb/ft^3

Test 3 of 7

DIME Test ID: 2023-11-10-45-3
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: 11/30/2023
Date Tested: 11/17/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: VOIDS FAILED THE HEIGTH SPEC OF 115.0 MM +/-5.0 MM
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity no data0
Bulk Specific Gravity 2 no data0
Bulk Specific Gravity 3 no data0
Average Bulk Specific Gravity no data0

Test 4 of 7

DIME Test ID: 2023-11-10-45-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/30/2023
Date Tested: 11/17/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: VOIDS FAILED THE HEIGTH SPEC OF 115.0 MM +/- 5.0 MM
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 100 %
Percent Air Voids 2 100 %
Percent Air Voids 3 100 %
Average Percent Air Voids 100 %

Test 5 of 7

DIME Test ID: 2023-11-10-45-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/30/2023
Date Tested: 11/28/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 128 psi
Average Wet Tensile Strength 128 psi
Tensile Strength Ratio 1

Test 6 of 7

DIME Test ID: 2023-11-10-45-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/30/2023
Date Tested: 11/22/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: PASSED
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 5%
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 2.18 mm
Maximum impression at 5000 passes (right wheel) 2.74 mm
Average impression at 5000 passes (left/right avg) 2.46 mm
Maximum impression at 10000 passes (left wheel) 2.33 mm
Maximum impression at 10000 passes (right wheel) 3.22 mm
Average impression at 10000 passes (left/right avg) 2.78 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: 2023-11-10-45-7
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: 11/30/2023
Date Tested: 11/21/2023
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: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: 3 RAP Burns
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4026.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5685.9 g
Mass of HMA Sample prior to ignition 1659.2 g
Corrected Asphalt Binder Content 5.91 %
Mass Loss 98.1 g
Mass of aggregate remaining after ignition 1561.1 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F