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Sample Record for 2022-07-25-27

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Project Information

Project ID: 993628 DEA: 081M0504 EFIS: 0821000064 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15,215-23.9/33.4,R8.4/41.5
Work Description: COLD PLANE AC PVMT, RHMA, AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: RIVERSIDE COUNTY ON ROUTE 15 FROM 0.1 MILE NORTH OF NICHOLS ROAD OVERCROSSING TO 0.1 MILE NORTH OF TEMESCAL CANYON ROAD UNDERCROSSING AND ON ROUTE 215 FROM 1.1 MILES SOUTH OF MURRIETA HOT SPRINGS ROAD UNDERCROSSING TO UNIVERSITY AVENUE UNDERCROSSING.
Contractor Name: ALL AMERICAN ASPHALT
Contractor Address: Unknown
Resident Engineer: BERGEVIN MICHAEL Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-25-27
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: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2022
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0502-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Corona

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2022-07-25-27-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/18/2022
Date Tested: 08/17/2022
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 1.013

Test 2 of 9

DIME Test ID: 2022-07-25-27-2
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: 08/18/2022
Date Tested: 08/17/2022
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: -0.178+.006=-0.172
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 172.722 grams
Mass of empty container #2 167.308 grams
Mass of container #1 before test (m1i) 207.873 grams
Mass of container #2 before test (m2i) 202.356 grams
Mass of container #1 after test (m1f) 207.811 grams
Mass of container #2 after test (m2f) 202.293 grams
Average mass change -0.178 percent

Test 3 of 9

DIME Test ID: 2022-07-25-27-3
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/18/2022
Date Tested: 08/17/2022
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: Original DSR
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 86.3 degree
Dynamic Shear, G*/sin(δ) 1.48 kPa
(G*) x sin(δ)= no data

Test 4 of 9

DIME Test ID: 2022-07-25-27-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/18/2022
Date Tested: 08/17/2022
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
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 83.0 degree
Dynamic Shear, G*/sin(δ) 3.86 kPa

Test 5 of 9

DIME Test ID: 2022-07-25-27-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/18/2022
Date Tested: 08/17/2022
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 9:31 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 81 %
Viscosity reading #1 (A) 0.407 Pa-s
Viscosity reading #2 (B) 0.408 Pa-s
Viscosity reading #3 (C) 0.408 Pa-s
Average viscosity 0.408 Pa-s

Test 6 of 9

DIME Test ID: 2022-07-25-27-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 08/18/2022
Date Tested: 08/17/2022
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? Distillation
Soluble, percent 99.6 %
Insoluble, percent 0.4 %

Test 7 of 9

DIME Test ID: 2022-07-25-27-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 01/28/2023
Date Tested: 08/30/2022
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 9

DIME Test ID: 2022-07-25-27-8
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: 01/28/2023
Date Tested: 09/08/2022
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:
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 157 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.32

Test 9 of 9

DIME Test ID: 2022-07-25-27-9
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 01/28/2023
Date Tested: 09/08/2022
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 PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 54.0 degree
(G*) x sin(δ)= 2560 kPa