Sample Record for 2024-01-09-26
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: 2024-01-09-26
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: 01/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/18/2024
The quantity of what the sample constitutes: 1 of 1
A brief description of the sample: Tank 512
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Glendale, AZ
Material Information
Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 14
DIME Test ID: 2024-01-09-26-1
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)
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This test has been superseded on 01/25/2024. The corrected test ID is: 2024-01-09-26-9
Reason: retested
Test 2 of 14
DIME Test ID: 2024-01-09-26-2
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)
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 01/25/2024. The corrected test ID is: 2024-01-09-26-10
Reason: retested
Test 3 of 14
DIME Test ID: 2024-01-09-26-3
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: 01/25/2024
Date Tested: 01/23/2024
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: not applicable
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.643 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
64.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
6.393 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
7.09 kPa
|
Test 4 of 14
DIME Test ID: 2024-01-09-26-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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 01/25/2024. The corrected test ID is: 2024-01-09-26-11
Reason: retested
Test 5 of 14
DIME Test ID: 2024-01-09-26-5
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
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 01/25/2024. The corrected test ID is: 2024-01-09-26-12
Reason: retested
Test 6 of 14
DIME Test ID: 2024-01-09-26-6
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
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 01/25/2024. The corrected test ID is: 2024-01-09-26-13
Reason: retested
Test 7 of 14
DIME Test ID: 2024-01-09-26-7
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: 01/25/2024
Date Tested: 01/23/2024
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 #2
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.705 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
64.1 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
7.013 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
7.80 kPa
|
Test 8 of 14
DIME Test ID: 2024-01-09-26-8
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 01/25/2024. The corrected test ID is: 2024-01-09-26-14
Reason: retested
Test 9 of 14
DIME Test ID: 2024-01-09-26-9
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: 01/25/2024
Date Tested: 01/23/2024
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
The test was superseded from test ID: 2024-01-09-26-1
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
Original binder
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.353 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
67.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.927 kPa
|
Test Temperature (Specimen 1)
|
58.0 C
|
Dynamic Shear, G*/sin(δ)
|
3.16 kPa
|
Test 10 of 14
DIME Test ID: 2024-01-09-26-10
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: 01/25/2024
Date Tested: 01/24/2024
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
The test was superseded from test ID: 2024-01-09-26-2
Test Result Compliance: not applicable
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
|
89.298 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
44.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
8885.015 kPa
|
Test Temperature (Specimen 1)
|
16.0 C
|
(G*) x sin(δ)=
|
6239 kPa
|
Test 11 of 14
DIME Test ID: 2024-01-09-26-11
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: 01/25/2024
Date Tested: 01/24/2024
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
The test was superseded from test ID: 2024-01-09-26-4
Test Result Compliance: not applicable
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-24.0 C
|
Maximum test bath temperature at 240 s
|
-24.0 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
|
392.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
392.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.282
|
Test 12 of 14
DIME Test ID: 2024-01-09-26-12
Test Method: AASHTO T301-22: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 01/25/2024
Date Tested: 01/23/2024
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: ER
The test was superseded from test ID: 2024-01-09-26-5
Test Result Compliance: not applicable
Additional Comments When Verified:
Final Reading from the testing machine (X)
|
3 cm
|
% Elongation Recovery
|
85 %
|
Test 13 of 14
DIME Test ID: 2024-01-09-26-13
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: 01/25/2024
Date Tested: 01/24/2024
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 #2
The test was superseded from test ID: 2024-01-09-26-6
Test Result Compliance: not applicable
Additional Comments When Verified:
Minimum test bath temperature at 240 s
|
-24.0 C
|
Maximum test bath temperature at 240 s
|
-24.0 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
|
355.000 mPa
|
Estimated Stiffness Modulus 60.0 s
|
355.000 mPa
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.273
|
Test 14 of 14
DIME Test ID: 2024-01-09-26-14
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: 01/25/2024
Date Tested: 01/24/2024
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:
The test was superseded from test ID: 2024-01-09-26-8
Test Result Compliance: not applicable
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
|
79.671 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
44.7 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
7927.126 kPa
|
Test Temperature (Specimen 1)
|
16.0 C
|
(G*) x sin(δ)=
|
5576 kPa
|