Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2023-12-11-48
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: 12/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2024
The quantity of what the sample constitutes: 1 of 2 cans
A brief description of the sample: PG64-28M
From where was the sample collected: Manufacturer
Laboratory sample identification: 6428231211
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc
Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 6428231211
Sublot number:
Tank number: TK5006
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-12-11-48-1
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: 01/19/2024
Date Tested: 01/18/2024
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: 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
|
0.176 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
71.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.463 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.55 kPa
|
DIME Test ID: 2023-12-11-48-2
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: 01/19/2024
Date Tested: 01/18/2024
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 Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.218 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
70.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.166 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.30 kPa
|
DIME Test ID: 2023-12-11-48-3
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: 01/19/2024
Date Tested: 01/18/2024
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
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue two specimens
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.218 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
70.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.166 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.30 kPa
|
|
Stress Amplitude 2
|
0.122 kPa
|
|
Phase Angle 2 (δ) (for the 10 cycles)
|
72.3 degree
|
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
1.210 kPa
|
|
Test Temperature (Specimen 2)
|
70.0 C
|
|
Dynamic Shear 2, G*/sin(δ)
|
1.27 kPa
|
|
Delta at 2.2 kpa
|
70.8 degree
|
DIME Test ID: 2023-12-11-48-4
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: 01/19/2024
Date Tested: 01/19/2024
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
|
28.149 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
53.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2800.764 kPa
|
|
Test Temperature (Specimen 1)
|
22.0 C
|
|
(G*) x sin(δ)=
|
2240 kPa
|
DIME Test ID: 2023-12-11-48-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 01/19/2024
Date Tested: 01/18/2024
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: ELASTIC
Test Result Compliance: complies
Additional Comments When Verified:
|
Final Reading from the testing machine (X)
|
5 cm
|
|
% Elongation Recovery
|
75 %
|
DIME Test ID: 2023-12-11-48-6
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: 01/19/2024
Date Tested: 01/19/2024
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
|
-18.1 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
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
130.000 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
130.000 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.346
|
