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Sample Record for 2021-10-20-25

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Project Information

Project ID: 215148 DEA: 081E8404 EFIS: 0814000113 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-62-R6.7/9.2,0.0/15.1,29.3/33.6
Work Description: REPLACE ROADWAY WITH RHMA-G AND HMA.
Location Description: IN RIVERSIDE AND SAN BERNARDINO COUNTIES IN AND NEAR YUCCA VALLEY AND IN TWENTYNINE PALMS FROM 0.2 MILE NORTH OF INDIAN CANYON DRIVE TO 0.6 MILE WEST OF UTAH TRAIL
Contractor Name: Matich Corporation
Contractor Address: P.O. Box 50,000, San Bernardino, CA 92412
Resident Engineer: Khoi Vu Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-10-20-25
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: Per Request
Type of Material: Asphalt Binder
Sample Taken Date: 10/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2021
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: 0599-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Matich Cabazon

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 8

Test Results

Test 1 of 8

DIME Test ID: 2021-10-20-25-1
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: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
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? No
Mass of empty container #1 172.722 grams
Mass of empty container #2 169.563 grams
Mass of container #1 before test (m1i) 207.612 grams
Mass of container #2 before test (m2i) 204.351 grams
Mass of container #1 after test (m1f) 207.579 grams
Mass of container #2 after test (m2f) 204.316 grams
Average mass change -0.098 percent

Test 2 of 8

DIME Test ID: 2021-10-20-25-2
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specific Gravity 1.016

Test 3 of 8

DIME Test ID: 2021-10-20-25-3
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: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 87.1 degree
Dynamic Shear, G*/sin(δ) 1.43 kPa
(G*) x sin(δ)= no data

Test 4 of 8

DIME Test ID: 2021-10-20-25-4
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: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 83.6 degree
Dynamic Shear, G*/sin(δ) 3.90 kPa
(G*) x sin(δ)= no data

Test 5 of 8

DIME Test ID: 2021-10-20-25-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
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 7:42 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 75 %
Viscosity reading #1 (A) 0.379 Pa-s
Viscosity reading #2 (B) 0.381 Pa-s
Viscosity reading #3 (C) 0.379 Pa-s
Average viscosity 0.38 Pa-s

Test 6 of 8

DIME Test ID: 2021-10-20-25-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 10/25/2021
Date Tested: 10/23/2021
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: 9098293029
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 99.5 %
Insoluble, percent 0.5 %

Test 7 of 8

DIME Test ID: 2021-10-20-25-7
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: 11/23/2021
Date Tested: 11/20/2021
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: 9098293029
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) 67.2 degree
(G*) x sin(δ)= 3180 kPa

Test 8 of 8

DIME Test ID: 2021-10-20-25-8
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: 11/23/2021
Date Tested: 11/20/2021
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: 9098293029
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 300.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.333