Sample Record for 2023-04-21-47
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: 2023-04-21-47
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: 04/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/01/2023
The quantity of what the sample constitutes: 1 of 2, split sample
A brief description of the sample: Tank 101
From where was the sample collected: Manufacturer
Laboratory sample identification: 230421-6416-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mojave, CA
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number: 101
Time of sample: 8:00 AM
HMA Supplier:
Certified Asphalt Supplier: Western Emulsion - Mojave Asphalt Terminal - Mojave CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test Results
Test 1 of 6
DIME Test ID: 2023-04-21-47-1
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: 06/07/2023
Date Tested: 06/05/2023
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
|
0.149 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.2 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.243 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.24 kPa
|
Test 2 of 6
DIME Test ID: 2023-04-21-47-2
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: 06/07/2023
Date Tested: 06/05/2023
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
|
0.303 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
83.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3.032 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
3.05 kPa
|
Test 3 of 6
DIME Test ID: 2023-04-21-47-3
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)
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
This test has been superseded on 06/16/2023. The corrected test ID is: 2023-04-21-47-5
Reason: corrected
Test 4 of 6
DIME Test ID: 2023-04-21-47-4
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/07/2023
Date Tested: 06/05/2023
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: 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
|
Test 5 of 6
DIME Test ID: 2023-04-21-47-5
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: 06/26/2023
Date Tested: 06/06/2023
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
The test was superseded from test ID: 2023-04-21-47-3
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
|
31.418 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
49.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
3141.772 kPa
|
|
Test Temperature (Specimen 1)
|
28.0 C
|
|
(G*) x sin(δ)=
|
2393 kPa
|
Test 6 of 6
DIME Test ID: 2023-04-21-47-6
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: 06/26/2023
Date Tested: 06/26/2023
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
|
Minimum test bath temperature at 240 s
|
-6.1 C
|
|
Maximum test bath temperature at 240 s
|
-5.9 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
|
69.500 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
69.700 mPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.401
|
