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Sample Record for 2024-02-26-41

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

Project Information

Project ID: 55556 DEA: OCR EFIS: OCR QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-26-41
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: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 02/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/07/2024
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: PG 58-28
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: U.S. OIL & REFINING CO.

Material Information

Performance Grade: PG 58-28
Modified: No
Lot number:
Sublot number:
Tank number: 3002
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Coop
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-02-26-41-1
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: 03/21/2024
Date Tested: 03/18/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: MASS LOSS
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 #1 158.844 grams
Mass of empty container #2 158.107 grams
Mass of container #1 before test (m1i) 194.128 grams
Mass of container #2 before test (m2i) 193.45 grams
Mass of container #1 after test (m1f) 194.037 grams
Mass of container #2 after test (m2f) 193.366 grams
Average mass change -0.248 percent

Test 2 of 6

DIME Test ID: 2024-02-26-41-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/21/2024
Date Tested: 03/18/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ORIGINAL @ 58c
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.148 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.227 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.23 kPa

Test 3 of 6

DIME Test ID: 2024-02-26-41-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/21/2024
Date Tested: 03/18/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO @ 58c
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.357 kPa
Phase Angle (δ) (for the 10 cycles) 82.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.548 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.58 kPa

Test 4 of 6

DIME Test ID: 2024-02-26-41-4
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 03/21/2024
Date Tested: 03/18/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: MSCR @ 58c
Test Result Compliance: complies
Additional Comments When Verified:
PG test temperature 58 C
Average percent recovery at 0.1 kPa 4.74 %
Average percent recovery at 3.2 kPa 3.2 %
Nonrecoverable creep compliance 2.5163
Nonrecoverable creep compliance 2.9134
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 15.78 %

Test 5 of 6

DIME Test ID: 2024-02-26-41-5
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/21/2024
Date Tested: 03/19/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV @ 19c
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 1.00 %
Stress Amplitude 57.242 kPa
Phase Angle (δ) (for the 10 cycles) 43.9 degree
Complex Modulus (G*) (for the 10 measurements) 5694.449 kPa
Test Temperature (Specimen 1) 19.0 C
(G*) x sin(δ)= 3949 kPa

Test 6 of 6

DIME Test ID: 2024-02-26-41-6
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: 03/21/2024
Date Tested: 03/19/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: BBR @ -18c
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18 C
Maximum test bath temperature at 240 s -17.9 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 182 mPa
Estimated Stiffness Modulus 60.0 s 182 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.327