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Sample Record for 2022-09-01-40

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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: 2022-09-01-40
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: 09/01/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/15/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: Sep.2022 Sample 329
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Oregon Coop

Material Information

Performance Grade: PG 76-22 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Corp - Salem OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-09-01-40-1
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: 09/21/2022
Date Tested: 09/20/2022
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 change
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 data
Mass of empty container #1 166.858 grams
Mass of empty container #2 169.363 grams
Mass of container #1 before test (m1i) 202.130 grams
Mass of container #2 before test (m2i) 204.465 grams
Mass of container #1 after test (m1f) 202.011 grams
Mass of container #2 after test (m2f) 204.414 grams
Average mass change -0.241 percent

Test 2 of 6

DIME Test ID: 2022-09-01-40-2
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/23/2022
Date Tested: 09/23/2022
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 2 cm
% Elongation Recovery 90 %

Test 3 of 6

DIME Test ID: 2022-09-01-40-3
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: 09/21/2022
Date Tested: 09/20/2022
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.158 kPa
Phase Angle (δ) (for the 10 cycles) 58.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.320 kPa
Test Temperature (Specimen 1) 88.0 C
Dynamic Shear, G*/sin(δ) 1.55 kPa

Test 4 of 6

DIME Test ID: 2022-09-01-40-4
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: 09/21/2022
Date Tested: 09/21/2022
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
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 0.189 kPa
Phase Angle (δ) (for the 10 cycles) 54.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.891 kPa
Test Temperature (Specimen 1) 88.0 C
Dynamic Shear, G*/sin(δ) 2.34 kPa

Test 5 of 6

DIME Test ID: 2022-09-01-40-8
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: 09/21/2022
Date Tested: 09/20/2022
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:
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 0.162 kPa
Phase Angle (δ) (for the 10 cycles) 56.1 degree
Complex Modulus (G*) (for the 10 measurements) 1.347 kPa
Test Temperature (Specimen 1) 88.0 C
Dynamic Shear, G*/sin(δ) 1.62 kPa

Test 6 of 6

DIME Test ID: 2022-09-01-40-9
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: 09/21/2022
Date Tested: 09/20/2022
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:
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 0.189 kPa
Phase Angle (δ) (for the 10 cycles) 54.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.894 kPa
Test Temperature (Specimen 1) 88.0 C
Dynamic Shear, G*/sin(δ) 2.33 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2022-09-01-40-5AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)09/19/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryPAV
2022-09-01-40-6AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)09/19/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryMSCR @ 88 Degree