Print Report | Back to Sample Detail

Sample Record for 2024-12-02-36

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: 2024-12-02-36
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: 12/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/13/2025
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 6
From where was the sample collected: Manufacturer
Laboratory sample identification: PG6428M120224T6
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Chowchilla CA

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number: 6
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-12-02-36-1
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: 02/05/2025
Date Tested: 01/17/2025
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 0.404 kPa
Phase Angle (δ) (for the 10 cycles) 60.5 degree
Complex Modulus (G*) (for the 10 measurements) 3.351 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.85 kPa

Test 2 of 6

DIME Test ID: 2024-12-02-36-2
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: 02/05/2025
Date Tested: 01/21/2025
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 46.373 kPa
Phase Angle (δ) (for the 10 cycles) 46.3 degree
Complex Modulus (G*) (for the 10 measurements) 4614.020 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3336 kPa

Test 3 of 6

DIME Test ID: 2024-12-02-36-3
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: 02/05/2025
Date Tested: 01/17/2025
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 0.678 kPa
Phase Angle (δ) (for the 10 cycles) 55.9 degree
Complex Modulus (G*) (for the 10 measurements) 6.749 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 8.15 kPa

Test 4 of 6

DIME Test ID: 2024-12-02-36-4
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: 02/05/2025
Date Tested: 01/17/2025
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 +6 For Delta
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue two specimens
Test Plate Diameter 8 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.678 kPa
Phase Angle (δ) (for the 10 cycles) 55.9 degree
Complex Modulus (G*) (for the 10 measurements) 6.749 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 8.15 kPa
Stress Amplitude 2 0.410 kPa
Phase Angle 2 (δ) (for the 10 cycles) 56.0 degree
Complex Modulus 2 (G*) (for the 10 measurements) 4.076 kPa
Test Temperature (Specimen 2) 70.0 C
Dynamic Shear 2, G*/sin(δ) 4.92 kPa
Delta at 2.2 kpa 56.1 degree

Test 5 of 6

DIME Test ID: 2024-12-02-36-6
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: 02/05/2025
Date Tested: 01/30/2025
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 -18 C
Maximum test bath temperature at 240 s -18 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 228 MPa
Estimated Stiffness Modulus 60.0 s 228 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.309

Test 6 of 6

DIME Test ID: 2024-12-02-36-10
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/05/2025
Date Tested: 01/30/2025
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: VISC
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 00:00 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 0.66 in
Torque 54.9 %
Viscosity reading #1 (A) 1.372 Pa-s
Viscosity reading #2 (B) 1.372 Pa-s
Viscosity reading #3 (C) 1.372 Pa-s
Average viscosity 1.372 Pa-s