Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000179 DEA: 081M8504 EFIS: 0822000054
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-111-0.0/18.5
Work Description: RHMA (GAP-GRADED), COLD PLANE AC PVMT, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: RIVERSIDE COUNTY AT SALTON SEA FROM IMPERIAL COUNTY LINE TO 0.1 MILE NORTH OF 66TH AVENUE
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 2225 Kansas Ave, Riverside, CA 92507
Resident Engineer: Khoi Vu Structure Rep.: Unknown
DIME Sample ID: 2024-08-29-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2024
The quantity of what the sample constitutes: 36 BOX RHMA 2 QTS PG64-16 2 QTS LAS 1 GAL RAFLEX
A brief description of the sample: 3/4" RHMA G SP .5% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0449G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Coachella
DIME Test ID: 2024-08-29-21-1
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: 12/10/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7351.4 grams
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Mass of oven-dry sample in air for Sample 1
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2553.2 grams
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Mass of container filled with the sample and water for Sample 1
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8845 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.41
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Theoretical maximum density at 25°C (77°F)
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2403 kg/m^3
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DIME Test ID: 2024-08-29-21-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/10/2024
Date Tested: 09/06/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.7 %
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Percent Air Voids 2
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4.5 %
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Percent Air Voids 3
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4.7 %
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Average Percent Air Voids
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4.6 %
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DIME Test ID: 2024-08-29-21-3
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: 12/10/2024
Date Tested: 09/06/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.296
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Bulk Specific Gravity 2
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2.301
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Bulk Specific Gravity 3
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2.296
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Average Bulk Specific Gravity
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2.298
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DIME Test ID: 2024-08-29-21-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/10/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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137 psi
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Average Wet Tensile Strength
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116 psi
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Tensile Strength Ratio
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85
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DIME Test ID: 2024-08-29-21-5
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: 12/10/2024
Date Tested: 09/05/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2114 g
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Corrected Asphalt Binder Content
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7.49 %
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Mass Loss
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159 g
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Correction Factor (Percent by mass of HMA Specimen)
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-0.04 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.07 %
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Test Temperature
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538 C
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DIME Test ID: 2024-08-29-21-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/10/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
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15000
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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2.49
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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15000 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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1.75 mm
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Stripping Inflection Point (Wheel A)
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25000
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Stripping Inflection Point (Wheel B)
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25000
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