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Sample Record for 2024-05-19-9

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Project Information

Project ID: 993432 DEA: 11423804 EFIS: 1116000061 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-94,125-R9.8/R10.6,12.9/22.3
Work Description: CONSTRUCT INDIVIDUAL SLAB, HMA, RHMA, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY ON ROUTE 94 FROM E94/N125 SEPARATION IN LEMON GROVE TO 0.1 MILE EAST OF SPRING STREET UNDERCROSSING IN LA MESA AND ON ROUTE 125 FROM 0.6 MILE SOUTH OF SPRING STREET UNDERCROSSING NEAR LA MESA TO MISSION GORGE ROAD IN SANTEE
Contractor Name: Griffith Company
Contractor Address: 10660 Scrips Ranch Blvd,Ste.100, San Diego, CA, 92131
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-19-9
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: 05/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: HMA-A
From where was the sample collected: Source
Laboratory sample identification: 0701-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): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-05-19-9-1
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: 06/11/2024
Date Tested: 05/22/2024
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: Complies Target 5.00
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 4014.5 g
Mass of the specimen and specimen basket assembly prior to ignition 5576.5 g
Mass of HMA Sample prior to ignition 1562.0 g
Corrected Asphalt Binder Content 5.48 %
Mass Loss 90.5 g
Mass of aggregate remaining after ignition 1471.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.31 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2024-05-19-9-2
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: 06/11/2024
Date Tested: 05/22/2024
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: Complies Target 4.472
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 7477.1 grams
Mass of oven-dry sample in air for Sample 1 1550.1 grams
Mass of container filled with the sample and water for Sample 1 8401.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.477
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test 3 of 7

DIME Test ID: 2024-05-19-9-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/11/2024
Date Tested: 05/23/2024
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: Complies - Added additional 100 grams of material to meet spec height of 115.0 +/- 5.00
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.2 %
Percent Air Voids 2 3.3 %
Percent Air Voids 3 3.1 %
Percent Air Voids Average 3.2 %

Test 4 of 7

DIME Test ID: 2024-05-19-9-4
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: 06/11/2024
Date Tested: 05/23/2024
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: Complies - Add an additional 100 gram of Material to meet Spec Height of 115.0 +/- 5.0
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.398
Bulk Specific Gravity 2 2.394
Bulk Specific Gravity 3 2.400
Average Bulk Specific Gravity 2.397

Test 5 of 7

DIME Test ID: 2024-05-19-9-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/11/2024
Date Tested: 06/03/2024
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: Complies Wet > 70 psi and Dry >100 psi
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 135 psi
Average Wet Tensile Strength 95 psi
Tensile Strength Ratio 0.7

Test 6 of 7

DIME Test ID: 2024-05-19-9-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/11/2024
Date Tested: 05/30/2024
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: 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 Yes 1%
Stripping Inflection Point (Wheel A) >10000
Stripping Inflection Point (Wheel B) >10000
Maximum impression at 5000 passes (left wheel) 3.34 mm
Maximum impression at 5000 passes (right wheel) 3.88 mm
Average impression at 5000 passes (left/right avg) 3.61 mm
Maximum impression at 10000 passes (left wheel) 3.8 mm
Maximum impression at 10000 passes (right wheel) 4.35 mm
Average impression at 10000 passes (left/right avg) 4.07 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: 2024-05-19-9-7
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: 06/11/2024
Date Tested: 05/22/2024
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 Complies Target 3.62 to 7.63
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 4004.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5652.7 g
Mass of HMA Sample prior to ignition 1648.3 g
Corrected Asphalt Binder Content 7.26 %
Mass Loss 119.7 g
Mass of aggregate remaining after ignition 1528.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 C