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Sample Record for 2022-01-10-35

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: 2022-01-10-35
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: 01/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/24/2022
The quantity of what the sample constitutes: 2 of 3
A brief description of the sample: Tank 3
From where was the sample collected: Manufacturer
Laboratory sample identification: PG642811022C3
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Chowchilla, CA

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number: 3
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Albina Asphalt - Chowchilla CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 4

DIME Test ID: 2022-01-10-35-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/02/2022
Date Tested: 01/31/2022
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: (916) 227-7302
General Comments for this Test: ORIG
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 0.156 kPa
Phase Angle (δ) (for the 10 cycles) 83.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.299 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.31 kPa

Test 2 of 4

DIME Test ID: 2022-01-10-35-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/02/2022
Date Tested: 01/31/2022
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: (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 0.353 kPa
Phase Angle (δ) (for the 10 cycles) 77.5 degree
Complex Modulus (G*) (for the 10 measurements) 3.527 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.61 kPa

Test 3 of 4

DIME Test ID: 2022-01-10-35-4
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 02/02/2022
Date Tested: 02/01/2022
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: (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 49.558 kPa
Phase Angle (δ) (for the 10 cycles) 43.9 degree
Complex Modulus (G*) (for the 10 measurements) 4954.606 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 3436 kPa

Test 4 of 4

DIME Test ID: 2022-01-10-35-5
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: 02/02/2022
Date Tested: 02/02/2022
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: (916) 227-7302
General Comments for this Test: BBR per 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.0 C
Maximum test bath temperature at 240 s -18.0 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 991.0 mN
Beam deflection 60.0 s 0.368 µm
Measured Stiffness Modulus 60.0 s 217.000 mPa
Estimated Stiffness Modulus 60.0 s 217.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.324

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2022-01-10-35-1AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)01/28/2022Not scheduledErika GonzalezCT HQ - Sacramento Asphalt Binder Laboratory