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Sample Record for 2023-10-27-25

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Project Information

Project ID: 993318 DEA: 11423704 EFIS: 1116000059 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R31.8/R41.7
Work Description: PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description: SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real, Ste 200, Carlsbad, CA 92008
Resident Engineer: Art Pannu Structure Rep.: Carlos Guzman

Sample Information

DIME Sample ID: 2023-10-27-25
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: 10/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2023
The quantity of what the sample constitutes: 12 boxes 3 bags
A brief description of the sample: 1/2" HMA
From where was the sample collected: Source
Laboratory sample identification: 6526-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21217005SR
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2023-10-27-25-1
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: 11/28/2023
Date Tested: 11/07/2023
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: Failed Target 7.5% Re-run Failed 5.78%
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 4018.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5536.7 g
Mass of HMA Sample prior to ignition 1517.9 g
Corrected Asphalt Binder Content 5.92 %
Mass Loss 95.0 g
Mass of aggregate remaining after ignition 1422.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 2 of 8

DIME Test ID: 2023-10-27-25-2
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: 11/28/2023
Date Tested: 11/03/2023
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: 1/2" HMA MIX - 21217005SR
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 1577.1 grams
Mass of container filled with the sample and water for Sample 1 8412.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.457
Theoretical maximum density at 25°C (77°F) 152.9 lb/ft^3

Test 3 of 8

DIME Test ID: 2023-10-27-25-3
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: 11/28/2023
Date Tested: 11/03/2023
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: Requirement 4.0 +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.343
Bulk Specific Gravity 2 2.345
Bulk Specific Gravity 3 2.337
Average Bulk Specific Gravity 2.342

Test 4 of 8

DIME Test ID: 2023-10-27-25-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/28/2023
Date Tested: 11/03/2023
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: Requirement 4.0 +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.6 %
Percent Air Voids 2 4.6 %
Percent Air Voids 3 4.9 %
Percent Air Voids Average 4.7 %

Test 5 of 8

DIME Test ID: 2023-10-27-25-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/28/2023
Date Tested: 11/14/2023
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 137 psi
Average Wet Tensile Strength 72 psi
Tensile Strength Ratio 0.53

Test 6 of 8

DIME Test ID: 2023-10-27-25-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/28/2023
Date Tested: 11/08/2023
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:
Test Temperature 113 F
Type and Amount of Anti-Stripping Additive N/A
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 2.05 mm
Maximum impression at 5000 passes (right wheel) 1.49 mm
Average impression at 5000 passes (left/right avg) 1.77 mm
Maximum impression at 10000 passes (left wheel) 2.48 mm
Maximum impression at 10000 passes (right wheel) 1.87 mm
Average impression at 10000 passes (left/right avg) 2.17 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 8

DIME Test ID: 2023-10-27-25-7
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: 11/28/2023
Date Tested: 11/06/2023
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 1) - 7.09 2) -6.66 3) - 7.33
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 3972.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5620.3 g
Mass of HMA Sample prior to ignition 1648.0 g
Corrected Asphalt Binder Content 7.09 %
Mass Loss 116.9 g
Mass of aggregate remaining after ignition 1531.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 8 of 8

DIME Test ID: 2023-10-27-25-8
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: 11/28/2023
Date Tested: 11/03/2023
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: RAP Rice 1/2" HMA Mix - 21217005SR
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 1549.3 grams
Mass of container filled with the sample and water for Sample 1 8404.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.492
Theoretical maximum density at 25°C (77°F) 155.1 lb/ft^3