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Sample Record for 2024-05-06-22

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Project Information

Project ID: 993811 DEA: 11422304 EFIS: 1115000180 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-78-0.3/R16.0
Work Description: CULVERT REPAIRS, COLD PLANE, RHMA-G, MODIFY LANDSCAPE AND ELECTRICAL.
Location Description: SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROUTE 78/5 SEPARATION TO 0.5 MILE WEST OF ROUTE 15/78 SEPARATION
Contractor Name: HAZARD CONSTRUCTION COMPANY
Contractor Address: 10529 Vine Streeet, Lakeside, CA 92040
Resident Engineer: Ramesh Narahari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-06-22
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: 05/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2024
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: 3/4" RHMA-PSU
From where was the sample collected: Supplier
Laboratory sample identification: 0501-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 23418080SR MM
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-05-06-22-1
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: 05/10/2024
Date Tested: 05/08/2024
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 7.50%
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 3882.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5917.8 g
Mass of HMA Sample prior to ignition 2035.4 g
Corrected Asphalt Binder Content 7.61 %
Mass Loss 157.4 g
Mass of aggregate remaining after ignition 1878 g
Correction Factor (Percent by mass of HMA Specimen) 0.12 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-05-06-22-2
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: 05/10/2024
Date Tested: 05/08/2024
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 2.456
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 2523.2 grams
Mass of container filled with the sample and water for Sample 1 8965.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.439
Theoretical maximum density at 25°C (77°F) 151.8 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-05-06-22-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/10/2024
Date Tested: 05/08/2024
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 % +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3 %
Percent Air Voids 2 3.1 %
Percent Air Voids 3 3.4 %
Average Percent Air Voids 3.2 %

Test 4 of 6

DIME Test ID: 2024-05-06-22-4
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: 05/10/2024
Date Tested: 05/08/2024
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 % +/- 1.5
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.366
Bulk Specific Gravity 2 2.363
Bulk Specific Gravity 3 2.356
Average Bulk Specific Gravity 2.362

Test 5 of 6

DIME Test ID: 2024-05-06-22-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/21/2024
Date Tested: 05/17/2024
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: Does not Comply DRY>100 psi and WET>70 psi
Test Result Compliance: does not comply
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 78 psi
Average Wet Tensile Strength 53 psi
Tensile Strength Ratio 0.68

Test 6 of 6

DIME Test ID: 2024-05-06-22-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/21/2024
Date Tested: 05/09/2024
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: Complies < 12.2 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) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 4.61 mm
Maximum impression at 5000 passes (right wheel) 5.46 mm
Average impression at 5000 passes (left/right avg) 5.04 mm
Maximum impression at 10000 passes (left wheel) 6.59 mm
Maximum impression at 10000 passes (right wheel) 6.38 mm
Average impression at 10000 passes (left/right avg) 6.48 mm
Maximum impression at 15000 passes (left wheel) 10.06 mm
Maximum impression at 15000 passes (right wheel) 9.81 mm
Average impression at 15000 passes (left/right avg) 9.94 mm
Average impression at 20000 passes (left/right avg) 10.35 mm
Average impression at 25000 passes (left/right avg) no data