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: 2023-08-02-98
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: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 08/02/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2023
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 76-22M Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification: 7622230802
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA
Performance Grade: PG 76-22 M
Modified: Yes
Lot number: 7622230802
Sublot number:
Tank number: 1302
Time of sample: 7:30am
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-08-02-98-1
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: 09/27/2023
Date Tested: 09/18/2023
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
|
0.190 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
52.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.573 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.99 kPa
|
DIME Test ID: 2023-08-02-98-2
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: 09/27/2023
Date Tested: 09/18/2023
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 two specimens
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.226 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
56.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.245 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.70 kPa
|
Stress Amplitude 2
|
0.146 kPa
|
Phase Angle 2 (δ) (for the 10 cycles)
|
54.5 degree
|
Complex Modulus 2 (G*) (for the 10 measurements)
|
1.450 kPa
|
Test Temperature (Specimen 2)
|
82.0 C
|
Dynamic Shear 2, G*/sin(δ)
|
1.78 kPa
|
Delta at 2.2 kpa
|
55.2 degree
|
DIME Test ID: 2023-08-02-98-3
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: 09/27/2023
Date Tested: 09/26/2023
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
|
31.085 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
57.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
3092.840 kPa
|
Test Temperature (Specimen 1)
|
31.0 C
|
(G*) x sin(δ)=
|
2617 kPa
|
DIME Test ID: 2023-08-02-98-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/27/2023
Date Tested: 09/21/2023
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: ER
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
4 cm
|
% Elongation Recovery
|
80 %
|
DIME Test ID: 2023-08-02-98-6
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: 09/27/2023
Date Tested: 09/18/2023
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
|
0.226 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
56.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.245 kPa
|
Test Temperature (Specimen 1)
|
76.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.70 kPa
|