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Sample Record for 2025-06-08-14

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Project Information

Project ID: 1000509 DEA: 010H6004 EFIS: 0117000240 QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-33.7/R51.0
Work Description: HMA, RHMA, COLD PLANE, GUARDRAIL, AND DELINEATION.
Location Description: MENDOCINO COUNTY NEAR ELK FROM 0.1 MILE NORTH OF GREENWOOD CREEK BRIDGE TO 0.2 MILE NORTH OF LITTLE LAKE ROAD AT MENDOCINO
Contractor Name: ARGONAUT CONSTRUCTORS, INC.
Contractor Address: 1236 CENTRAL AVENUE, SANTA ROSA CA 95401
Resident Engineer: Mojtaba Mosallai Structure Rep.: Robert Lorenz

Sample Information

DIME Sample ID: 2025-06-08-14
TL Number from the TL Form: C778801
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2025
The quantity of what the sample constitutes: 1 Quart
A brief description of the sample: PG 58-22 "JMF"
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite - Ukiah

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Ukiah
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-06-08-14-1
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: 07/09/2025
Date Tested: 07/01/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.06 %
Stress Amplitude 0.147 kPa
Phase Angle (δ) (for the 10 cycles) 87.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.221 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.22 kPa

Test 2 of 7

DIME Test ID: 2025-06-08-14-2
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: 07/09/2025
Date Tested: 07/01/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.05 %
Stress Amplitude 0.315 kPa
Phase Angle (δ) (for the 10 cycles) 83.3 degree
Complex Modulus (G*) (for the 10 measurements) 3.132 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.15 kPa

Test 3 of 7

DIME Test ID: 2025-06-08-14-3
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: 07/09/2025
Date Tested: 07/02/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.01 %
Stress Amplitude 44.991 kPa
Phase Angle (δ) (for the 10 cycles) 50.2 degree
Complex Modulus (G*) (for the 10 measurements) 4476.557 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3439 kPa

Test 4 of 7

DIME Test ID: 2025-06-08-14-4
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: 07/09/2025
Date Tested: 07/02/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.1 C
Maximum test bath temperature at 240 s -11.9 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
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 no data
Estimated Stiffness Modulus 60.0 s 140 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.364

Test 5 of 7

DIME Test ID: 2025-06-08-14-5
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/09/2025
Date Tested: 07/02/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested Three
Ductility of test #1 (D1) 150 cm
Ductility of test #2 (D2) 150 cm
Ductility of test #3 (D3) 150 cm
Ductility of sample 150 cm

Test 6 of 7

DIME Test ID: 2025-06-08-14-6
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/09/2025
Date Tested: 07/01/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Viscosity @135C
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? cP
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size .463 in
Torque 9.9 %
Viscosity reading #1 (A) 248.1 cP
Viscosity reading #2 (B) 248.1 cP
Viscosity reading #3 (C) 248.2 cP
Average viscosity 0.248 Pa-s

Test 7 of 7

DIME Test ID: 2025-06-08-14-7
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 07/09/2025
Date Tested: 07/02/2025
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: Mass Change
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? No
Mass of container #1 before test (m1i) 210.471 grams
Mass of container #2 before test (m2i) 209.723 grams
Mass of container #1 after test (m1f) 210.28 grams
Mass of container #2 after test (m2f) 209.55 grams
Average mass change -0.486 percent
Mass of empty container #1 175.394 grams
Mass of empty container #2 174.212 grams
Mass correction factor 0.03