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Sample Record for 2025-10-13-20

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-58.4/R78.4
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-10-13-20
TL Number from the TL Form:
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Production Start-Up
Type of Material: Asphalt Binder
Sample Taken Date: 10/13/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2025
The quantity of what the sample constitutes: 2 cans. split sample
A brief description of the sample: 64-28m
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton 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: 2025-10-13-20-1
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: 11/06/2025
Date Tested: 10/29/2025
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: OG
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 0.331 kPa
Phase Angle (δ) (for the 10 cycles) 65.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.742 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.01 kPa

Test 2 of 7

DIME Test ID: 2025-10-13-20-2
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: 11/06/2025
Date Tested: 10/31/2025
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 0.588 kPa
Phase Angle (δ) (for the 10 cycles) 60.7 degree
Complex Modulus (G*) (for the 10 measurements) 5.848 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 6.71 kPa

Test 3 of 7

DIME Test ID: 2025-10-13-20-4
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: 11/06/2025
Date Tested: 11/05/2025
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 54.052 kPa
Phase Angle (δ) (for the 10 cycles) 44.5 degree
Complex Modulus (G*) (for the 10 measurements) 5378.097 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3770 kPa

Test 4 of 7

DIME Test ID: 2025-10-13-20-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 11/06/2025
Date Tested: 11/04/2025
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: ELASTIC RECOVERY
Test Result Compliance: does not comply
Additional Comments When Verified:
Final Reading from the testing machine (X) 5.5 cm
% Elongation Recovery 73 %

Test 5 of 7

DIME Test ID: 2025-10-13-20-6
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: 11/06/2025
Date Tested: 11/05/2025
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:
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 234.5 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.302

Test 6 of 7

DIME Test ID: 2025-10-13-20-7
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: 11/06/2025
Date Tested: 10/29/2025
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 data
Mass of container #1 before test (m1i) 204.114 grams
Mass of container #2 before test (m2i) 205.106 grams
Mass of container #1 after test (m1f) 203.937 grams
Mass of container #2 after test (m2f) 204.982 grams
Average mass change -0.404 percent
Mass of empty container #1 169.516 grams
Mass of empty container #2 170.396 grams
Mass correction factor 0.03

Test 7 of 7

DIME Test ID: 2025-10-13-20-8
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 11/06/2025
Date Tested: 11/03/2025
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 AT 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 44.4 %
Viscosity reading #1 (A) 1110 cP
Viscosity reading #2 (B) 1109.5 cP
Viscosity reading #3 (C) 1110.5 cP
Average viscosity 1.11 Pa-s