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Sample Record for 2024-02-29-49

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

Project Information

Project ID: 55555 DEA: AMRL EFIS: AMRL QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-02-29-49
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: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 02/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2024
The quantity of what the sample constitutes: 2 of 2 cans of PG 64-28
A brief description of the sample: Sample B
From where was the sample collected: Other
Laboratory sample identification: Sample 276 B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AASSHTO Resource

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: AASHTO resource
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2024-02-29-49-5
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: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: MASS CHANGE
Test Result Compliance:
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 #1 160.667 grams
Mass of empty container #2 169.371 grams
Mass of container #1 before test (m1i) 196.167 grams
Mass of container #2 before test (m2i) 204.646 grams
Mass of container #1 after test (m1f) 195.978 grams
Mass of container #2 after test (m2f) 204.46 grams
Average mass change -0.53 percent

Test 2 of 9

DIME Test ID: 2024-02-29-49-4
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: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO DSR
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.289 kPa
Phase Angle (δ) (for the 10 cycles) 66.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.877 kPa
Test Temperature (Specimen 1) 65.0 C
Dynamic Shear, G*/sin(δ) 3.14 kPa

Test 3 of 9

DIME Test ID: 2024-02-29-49-2
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: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Original DSR
Test Result Compliance:
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) 69.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.226 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.31 kPa

Test 4 of 9

DIME Test ID: 2024-02-29-49-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Specific Gravity
Test Result Compliance:
Additional Comments When Verified:
Specific Gravity 1.018

Test 5 of 9

DIME Test ID: 2024-02-29-49-3
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/22/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Elastic recovery - 3 sample 3.3 average for three samples
Test Result Compliance:
Additional Comments When Verified:
Final Reading from the testing machine (X) 3.0 cm
% Elongation Recovery 85 %

Test 6 of 9

DIME Test ID: 2024-02-29-49-6
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: 04/24/2024
Date Tested: 04/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: MSCR
Test Result Compliance:
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 62.96 %
Average percent recovery at 3.2 kPa 34.39 %
Nonrecoverable creep compliance 45.38
Nonrecoverable creep compliance 0.752
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 1.4861 %

Test 7 of 9

DIME Test ID: 2024-02-29-49-7
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: 04/24/2024
Date Tested: 04/23/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: PAV DSR
Test Result Compliance:
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 26.167 kPa
Phase Angle (δ) (for the 10 cycles) 47.9 degree
Complex Modulus (G*) (for the 10 measurements) 2603.550 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 1932 kPa

Test 8 of 9

DIME Test ID: 2024-02-29-49-8
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: 04/24/2024
Date Tested: 04/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR #1
Test Result Compliance:
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 169 MPa
Estimated Stiffness Modulus 60.0 s 170 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.327

Test 9 of 9

DIME Test ID: 2024-02-29-49-9
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: 04/24/2024
Date Tested: 04/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR #2
Test Result Compliance:
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.1 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 164 MPa
Estimated Stiffness Modulus 60.0 s 164 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.322