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Sample Record for 2024-09-09-25

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Project Information

Project ID: 994616 DEA: 112N1654 EFIS: 1122000152 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-8-R61.0/R68.0
Work Description: PLACE RHMA-G(BWC) OVERLAY, PAVEMENT MARKING, & RUMBLE STRIP.
Location Description: SAN DIEGO COUNTY NEAR BOULEVARD FROM 0.1 MILE WEST OF CRESTWOOD ROAD UNDERCROSSING TO 0.2 MILE EAST OF MCCAIN VALLEY ROAD UNDERCROSSING
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 4211 Ponderosa Ave. Suite C, San Diego, CA 92123
Resident Engineer: Fahad Masud Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-09-09-25
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: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2024
The quantity of what the sample constitutes: 12 boxes 2 bags
A brief description of the sample: 1/2" RHMA-A
From where was the sample collected: Source
Laboratory sample identification: 9734-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marrieta

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 21218080SR
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: 2024-09-09-25-1
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: 09/13/2024
Date Tested: 09/11/2024
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 4014.4 g
Mass of the specimen and specimen basket assembly prior to ignition 5556.2 g
Mass of HMA Sample prior to ignition 1541.8 g
Corrected Asphalt Binder Content 7.88 %
Mass Loss 124.5 g
Mass of aggregate remaining after ignition 1417.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.19 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-09-09-25-2
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: 09/13/2024
Date Tested: 09/11/2024
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 4.457 Tested 2 times 1st- 2.407 2nd- 2.408
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 1547.6 grams
Mass of container filled with the sample and water for Sample 1 8380.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.408
Theoretical maximum density at 25°C (77°F) 149.9 lb/ft^3

Test 3 of 6

DIME Test ID: 2024-09-09-25-3
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: 09/13/2024
Date Tested: 09/11/2024
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: Dose not Comply - Failed Height Avg 126.3 mm and Air Voids Avg 7.5 %
Test Result Compliance: does not comply
Additional Comments When Verified:
Bulk Specific Gravity 2.226
Bulk Specific Gravity 2 2.219
Bulk Specific Gravity 3 2.231
Average Bulk Specific Gravity 2.225

Test 4 of 6

DIME Test ID: 2024-09-09-25-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/13/2024
Date Tested: 09/11/2024
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 - Failed both Height and Air Voids
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 7.6 %
Percent Air Voids 2 7.8 %
Percent Air Voids 3 7.4 %
Average Percent Air Voids 7.6 %

Test 5 of 6

DIME Test ID: 2024-09-09-25-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/26/2024
Date Tested: 09/20/2024
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 WET>.70 psi and DRY>100 psi Tensile >0.50
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 102 psi
Average Wet Tensile Strength 78 psi
Tensile Strength Ratio 0.76

Test 6 of 6

DIME Test ID: 2024-09-09-25-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/26/2024
Date Tested: 09/18/2024
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 < 12.7 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) 0.54 mm
Maximum impression at 5000 passes (right wheel) 0.84 mm
Average impression at 5000 passes (left/right avg) 0.69 mm
Maximum impression at 10000 passes (left wheel) 0.69 mm
Maximum impression at 10000 passes (right wheel) 0.99 mm
Average impression at 10000 passes (left/right avg) 0.84 mm
Maximum impression at 15000 passes (left wheel) 0.8 mm
Maximum impression at 15000 passes (right wheel) 1.16 mm
Average impression at 15000 passes (left/right avg) 0.98 mm
Maximum impression at 20000 passes (left wheel) 0.96 mm
Maximum impression at 20000 passes (right wheel) 1.27 mm
Average impression at 20000 passes (left/right avg) 1.12 mm
Average impression at 25000 passes (left/right avg) no data