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: 2024-06-12-93
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: 06/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 3B
From where was the sample collected: Manufacturer
Laboratory sample identification: 061224-483
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Wilmington, CA
Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample: 09:00
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-06-12-93-1
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: 08/01/2024
Date Tested: 07/02/2024
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: 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
|
0.161 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.336 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.34 kPa
|
DIME Test ID: 2024-06-12-93-2
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: 08/01/2024
Date Tested: 07/02/2024
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
|
0.340 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
82.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.381 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.41 kPa
|
DIME Test ID: 2024-06-12-93-3
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: 08/01/2024
Date Tested: 07/03/2024
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
|
47.733 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
46.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4749.359 kPa
|
|
Test Temperature (Specimen 1)
|
34.0 C
|
|
(G*) x sin(δ)=
|
3462 kPa
|
DIME Test ID: 2024-06-12-93-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/01/2024
Date Tested: 07/02/2024
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: DUCT
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
|