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Sample Record for 2024-12-23-34

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: 2024-12-23-34
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: 12/23/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/14/2025
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 866
From where was the sample collected: Manufacturer
Laboratory sample identification: AC-3165-WS
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: West Sacramento,CA

Material Information

Performance Grade: PG 70-10
Modified:
Lot number:
Sublot number:
Tank number: 866
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech - West Sacramento CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2024-12-23-34-1
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: 03/04/2025
Date Tested: 02/26/2025
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
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 0.144 kPa
Phase Angle (δ) (for the 10 cycles) 86.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.193 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.19 kPa

Test 2 of 9

DIME Test ID: 2024-12-23-34-2
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: 03/04/2025
Date Tested: 02/25/2025
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
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 0.300 kPa
Phase Angle (δ) (for the 10 cycles) 83.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.986 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 3.01 kPa

Test 3 of 9

DIME Test ID: 2024-12-23-34-3
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: 03/04/2025
Date Tested: 02/27/2025
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
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 35.332 kPa
Phase Angle (δ) (for the 10 cycles) 46.2 degree
Complex Modulus (G*) (for the 10 measurements) 3515.464 kPa
Test Temperature (Specimen 1) 34.0 C
(G*) x sin(δ)= 2537 kPa

Test 4 of 9

DIME Test ID: 2024-12-23-34-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 03/04/2025
Date Tested: 03/04/2025
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: Ductility
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm

Test 5 of 9

DIME Test ID: 2024-12-23-34-5
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: 03/04/2025
Date Tested: 02/27/2025
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:
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 #1 172.848 grams
Mass of empty container #2 177.735 grams
Mass of container #1 before test (m1i) 207.611 grams
Mass of container #2 before test (m2i) 212.345 grams
Mass of container #1 after test (m1f) 207.516 grams
Mass of container #2 after test (m2f) 212.241 grams
Average mass change -0.287 percent

Test 6 of 9

DIME Test ID: 2024-12-23-34-6
Test Method: AASHTO T48-18: Standard Method of Test for Flash Point of Asphalt Binder by Cleveland Open Cup
Verified Date: 03/04/2025
Date Tested: 03/03/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Units of measurement for Observed Flash Point (C or F) and Ambient barometric pressure (kP or mmHg) Fahrenheit and mmHg
Observed Flash Point 586 F
Ambient Barometric Pressure 615 mmHg
Cleveland Open-Cup Flash Point in Fahrenheit 595 F

Test 7 of 9

DIME Test ID: 2024-12-23-34-7
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 03/04/2025
Date Tested: 02/27/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? NA
Soluble, percent 0.0 %
Insoluble, percent 99.9 %

Test 8 of 9

DIME Test ID: 2024-12-23-34-8
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/04/2025
Date Tested: 03/03/2025
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:
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 13:00 HH:MM
Test Temperature 135 C
Speed no data0 rpm
Spindle size 0 in
Torque no data0 %
Viscosity reading #1 (A) 0.51 Pa-s
Viscosity reading #2 (B) 0.51 Pa-s
Viscosity reading #3 (C) 0.51 Pa-s
Average viscosity 0.51 Pa-s

Test 9 of 9

DIME Test ID: 2024-12-23-34-9
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: 03/04/2025
Date Tested: 02/28/2025
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
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data0 C
Maximum test bath temperature at 240 s no data0 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 45.2 MPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.38