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: 2024-01-03-37
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: 01/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/07/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 10027
From where was the sample collected: Manufacturer
Laboratory sample identification: 010324-011
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: South Gate, CA
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Lunday Thagard Company-World Oil - South Gate CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-01-03-37-1
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: 02/13/2024
Date Tested: 02/08/2024
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: OG
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
|
0.179 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
87.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.488 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.49 kPa
|
DIME Test ID: 2024-01-03-37-2
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: 02/13/2024
Date Tested: 02/08/2024
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
|
0.407 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
84.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
4.052 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
4.07 kPa
|
DIME Test ID: 2024-01-03-37-3
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: 02/13/2024
Date Tested: 02/09/2024
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
|
64.749 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
44.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6442.356 kPa
|
Test Temperature (Specimen 1)
|
28.0 C
|
(G*) x sin(δ)=
|
4540 kPa
|
DIME Test ID: 2024-01-03-37-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 02/13/2024
Date Tested: 02/08/2024
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: DUCTILITY
Test Result Compliance:
Additional Comments When Verified:
Is a normal test obtainable?
|
Yes
|
Number of replicates tested
|
One
|
Ductility of test #1 (D1)
|
140 cm
|
Ductility of sample
|
140 cm
|
DIME Test ID: 2024-01-03-37-5
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: 02/13/2024
Date Tested: 02/09/2024
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
|
-6.0 C
|
Maximum test bath temperature at 240 s
|
-6.0 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
|
101.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
101.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.338
|