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Sample Record for 2021-08-12-38

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Project Information

Project ID: 215224 DEA: 080F5444 EFIS: 0818000209 COOP: 081714 QA Service Level: 2
DIST-CO-RTE-PM: 08-RIV-91-17.4/18.9
Work Description: Operational and safety improvements by constructing a portion of the Ultimate SR?91 CIP Project on WB SR?91 from Green River Road to SR?241 to alleviate traffic congestion in this area (ORA Post Mile R17.4 to R18.9, RIV Post Mile R0.0 to R0.6).
Location Description: The 91 COP consists of the following project components: adding a general purpose (GP) lane approximately 2 miles in length in the WB direction on SR?91 from Green River Road to SR?241.
Contractor Name: OHL USA
Contractor Address: 1920 Main Street, Suite 310, Irvine, California 92614
Resident Engineer: Denise Sostrum Structure Rep.: Luis Negrete

Sample Information

DIME Sample ID: 2021-08-12-38
TL Number from the TL Form:
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/30/2021
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: 0507-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt Corona

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 9

DIME Test ID: 2021-08-12-38-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specific Gravity 1.025

Test 2 of 9

DIME Test ID: 2021-08-12-38-2
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: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
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? Yes
Mass of empty container #1 169.385 grams
Mass of empty container #2 167.304 grams
Mass of container #1 before test (m1i) 204.701 grams
Mass of container #2 before test (m2i) 202.650 grams
Mass of container #1 after test (m1f) 204.604 grams
Mass of container #2 after test (m2f) 202.554 grams
Average mass change -0.273 percent

Test 3 of 9

DIME Test ID: 2021-08-12-38-3
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: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 70.0 degree
Dynamic Shear, G*/sin(δ) 2.15 kPa

Test 4 of 9

DIME Test ID: 2021-08-12-38-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 64.6 degree
Dynamic Shear, G*/sin(δ) 4.92 kPa

Test 5 of 9

DIME Test ID: 2021-08-12-38-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 07:54 HH:MM
Test Temperature 135 C
Speed 50 rpm
Spindle size 21 in
Torque 97 %
Viscosity reading #1 (A) 0.962 Pa-s
Viscosity reading #2 (B) 0.975 Pa-s
Viscosity reading #3 (C) 0.97 Pa-s
Average viscosity 0.969 Pa-s

Test 6 of 9

DIME Test ID: 2021-08-12-38-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 08/31/2021
Date Tested: 08/31/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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 7 of 9

DIME Test ID: 2021-08-12-38-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/21/2021
Date Tested: 09/16/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
% Elongation Recovery 80 %

Test 8 of 9

DIME Test ID: 2021-08-12-38-8
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: 10/03/2021
Date Tested: 09/30/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Phase Angle (δ) (for the 10 cycles) 47.9 degree
Dynamic Shear, G*/sin(δ) 2470.00 kPa
(G*) x sin(δ)= no data

Test 9 of 9

DIME Test ID: 2021-08-12-38-9
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/03/2021
Date Tested: 09/30/2021
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
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) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 216.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.313

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.