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Sample Record for 2025-02-10-34

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

Project Information

Project ID: 44444 DEA: ASCP EFIS: ASCP QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Asphalt Supplier Certification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-02-10-34
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 02/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/10/2025
The quantity of what the sample constitutes: 1 can
A brief description of the sample: Blender
From where was the sample collected: Manufacturer
Laboratory sample identification: 250210-5834M-02
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: White City, OR

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number: Blender
Time of sample: 12:00pm
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions -White City Emulsion Plant - White City OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-02-10-34-1
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: 03/28/2025
Date Tested: 03/18/2025
Submitted By Organization: Atlas - Texas
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 0.193 kPa
Phase Angle (δ) (for the 10 cycles) 68.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.601 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.72 kPa

Test 2 of 7

DIME Test ID: 2025-02-10-34-2
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: 03/28/2025
Date Tested: 03/28/2025
Submitted By Organization: Atlas - Texas
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 0.288 kPa
Phase Angle (δ) (for the 10 cycles) 66.7 degree
Complex Modulus (G*) (for the 10 measurements) 2.868 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.12 kPa

Test 3 of 7

DIME Test ID: 2025-02-10-34-4
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: 03/28/2025
Date Tested: 03/18/2025
Submitted By Organization: Atlas - Texas
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 33.412 kPa
Phase Angle (δ) (for the 10 cycles) 50.1 degree
Complex Modulus (G*) (for the 10 measurements) 3324.472 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2550 kPa

Test 4 of 7

DIME Test ID: 2025-02-10-34-5
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: 03/28/2025
Date Tested: 03/19/2025
Submitted By Organization: Atlas - Texas
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 -24 C
Maximum test bath temperature at 240 s -24 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 247 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.313

Test 5 of 7

DIME Test ID: 2025-02-10-34-6
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 03/28/2025
Date Tested: 03/19/2025
Submitted By Organization: Atlas - Texas
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: complies
Additional Comments When Verified:
% Elongation Recovery 80 %

Test 6 of 7

DIME Test ID: 2025-02-10-34-7
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/28/2025
Date Tested: 03/18/2025
Submitted By Organization: Atlas - Texas
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? Pa-s
Time of test 12:00 HH:MM
Test Temperature 135 C
Speed no data0 rpm
Spindle size 0 in
Torque no data0 %
Viscosity reading #1 (A) 0.5 Pa-s
Viscosity reading #2 (B) 0.5 Pa-s
Viscosity reading #3 (C) 0.5 Pa-s
Average viscosity 0.5 Pa-s

Test 7 of 7

DIME Test ID: 2025-02-10-34-8
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: 03/28/2025
Date Tested: 03/18/2025
Submitted By Organization: Atlas - Texas
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
Average mass change -0.163 percent