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Sample Record for 2021-05-03-39

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: 2021-05-03-39
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: 05/03/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2021
The quantity of what the sample constitutes: 1 of 3 cans
A brief description of the sample: PG58-34M
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 20
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls Plant - Klamath Falls 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: 2021-05-03-39-1
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: 06/14/2021
Date Tested: 06/08/2021
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:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 169.586 grams
Mass of empty container #2 168.736 grams
Mass of container #1 before test (m1i) 205.860 grams
Mass of container #2 before test (m2i) 203.983 grams
Mass of container #1 after test (m1f) 205.734 grams
Mass of container #2 after test (m2f) 203.858 grams
Average mass change -0.351 percent

Test 2 of 7

DIME Test ID: 2021-05-03-39-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 06/14/2021
Date Tested: 06/08/2021
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:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 3 of 7

DIME Test ID: 2021-05-03-39-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/14/2021
Date Tested: 06/08/2021
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: ORG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 66.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.322 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.44 kPa

Test 4 of 7

DIME Test ID: 2021-05-03-39-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/14/2021
Date Tested: 06/08/2021
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 Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.307 kPa
Phase Angle (δ) (for the 10 cycles) 63.6 degree
Complex Modulus (G*) (for the 10 measurements) 3.066 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.42 kPa

Test 5 of 7

DIME Test ID: 2021-05-03-39-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/14/2021
Date Tested: 06/08/2021
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 + 6 for Delta
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.174 kPa
Phase Angle (δ) (for the 10 cycles) 65.0 degree
Complex Modulus (G*) (for the 10 measurements) 1.744 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.92 kPa

Test 6 of 7

DIME Test ID: 2021-05-03-39-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/14/2021
Date Tested: 06/09/2021
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
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 28.384 kPa
Phase Angle (δ) (for the 10 cycles) 40.1 degree
Complex Modulus (G*) (for the 10 measurements) 2838.413 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1828 kPa

Test 7 of 7

DIME Test ID: 2021-05-03-39-7
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/14/2021
Date Tested: 06/11/2021
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
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.0 C
Maximum test bath temperature at 240 s -24.0 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) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 74.300 mPa
Estimated Stiffness Modulus 60.0 s 74.100 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.306