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Sample Record for 2025-01-30-26

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Project Information

Project ID: 1000101 DEA: 081J2904 EFIS: 0818000015 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-25.0/R31.2
Work Description: RHMA, HMA, REPLACE AC SURFACING, AND COLD PLANE AC PVMT.
Location Description: RIVERSIDE COUNTY IN AND NEAR PERRIS FROM 0.1 MILE SOUTH OF SAN JACINTO RIVER BRIDGE TO 0.3 MILE NORTH OF RAMONA EXPRESSWAY
Contractor Name: COFFMAN SPECIALTIES, INC.
Contractor Address: 9685 Via Excelencia, Suite 200, San Diego, CA 92126
Resident Engineer: Mohamad Alsheikh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-01-30-26
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: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 01/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2025
The quantity of what the sample constitutes: 1can
A brief description of the sample: JMF Verification
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta CCA - Lake Elsinore

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: Yes
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 10

DIME Test ID: 2025-01-30-26-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 88.9 degree
Dynamic Shear, G*/sin(δ) 2.71 kPa

Test 2 of 10

DIME Test ID: 2025-01-30-26-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 89.6 degree
Dynamic Shear, G*/sin(δ) 1.45 kPa

Test 3 of 10

DIME Test ID: 2025-01-30-26-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Specific Gravity 1.022

Test 4 of 10

DIME Test ID: 2025-01-30-26-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 9:55 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 50.5 %
Viscosity reading #1 (A) 0.25 Pa-s
Viscosity reading #2 (B) 0.253 Pa-s
Viscosity reading #3 (C) 0.255 Pa-s
Average viscosity 0.253 Pa-s

Test 5 of 10

DIME Test ID: 2025-01-30-26-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Was test performed on residue from distillation or evaporation? NA
Soluble, percent 99.9 %
Insoluble, percent 0.1 %

Test 6 of 10

DIME Test ID: 2025-01-30-26-2
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 02/13/2025
Date Tested: 02/03/2025
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:
Is mass change based on one or two containers? Two
Average mass change -0.173 percent

Test 7 of 10

DIME Test ID: 2025-01-30-26-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/13/2025
Date Tested: 02/08/2025
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:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test 8 of 10

DIME Test ID: 2025-01-30-26-10
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/07/2025
Date Tested: 03/06/2025
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:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test 9 of 10

DIME Test ID: 2025-01-30-26-8
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 03/07/2025
Date Tested: 03/06/2025
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: does not comply
Additional Comments When Verified:
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 398.025 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.323

Test 10 of 10

DIME Test ID: 2025-01-30-26-9
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/07/2025
Date Tested: 03/01/2025
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:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 64.5 degree
(G*) x sin(δ)= 4833 kPa