Sample Record for 2021-02-06-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214293 DEA: 060S4604 EFIS: 0615000038
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-99-R0.9/R5.0
Work Description: REPLACE CONCRETE AND ASPHALT PAVEMENT.
Location Description: FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 38155 Monroe Street, Indio, CA 92203
Resident Engineer: Mohammad Samimi Structure Rep.: Peter Moua
Sample Information
DIME Sample ID: 2021-02-06-7
TL Number from the TL Form: 790479
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 02/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/22/2021
The quantity of what the sample constitutes: 1 of 2
A brief description of the sample: Project Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI FRESNO
Material Information
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2021-02-06-7-1
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.171 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.426 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.43 kPa
|
Test 2 of 10
DIME Test ID: 2021-02-06-7-2
Test Method: AASHTO T315-16: 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 03/29/2021.
Reason: retested
Test 3 of 10
DIME Test ID: 2021-02-06-7-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.169 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.410 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.41 kPa
|
Test 4 of 10
DIME Test ID: 2021-02-06-7-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.265 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.9 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.646 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.65 kPa
|
Test 5 of 10
DIME Test ID: 2021-02-06-7-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 03/29/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.277 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.770 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.77 kPa
|
Test 6 of 10
DIME Test ID: 2021-02-06-7-6
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study RTFO
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
RTFO residue
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
10.00 %
|
Stress Amplitude
|
0.251 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.0 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.509 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.51 kPa
|
Test 7 of 10
DIME Test ID: 2021-02-06-7-7
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature
|
64.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
4.0823
|
Nonrecoverable creep compliance
|
4.1581
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
1.8600 %
|
Test 8 of 10
DIME Test ID: 2021-02-06-7-8
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: MSCR Study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature
|
64.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
4.0900
|
Nonrecoverable creep compliance
|
4.1911
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
2.4700 %
|
Test 9 of 10
DIME Test ID: 2021-02-06-7-9
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 03/29/2021
Date Tested: 02/25/2021
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: mscr study
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature
|
64.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
3.9841
|
Nonrecoverable creep compliance
|
4.0699
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
2.1500 %
|
Test 10 of 10
DIME Test ID: 2021-02-06-7-10
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/29/2021
Date Tested: 03/29/2021
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: MSCR Study ORIG
Test Result Compliance: not applicable
Additional Comments When Verified:
Phase
|
Original binder
|
Test Plate Diameter
|
25 mm
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.167 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.394 kPa
|
Test Temperature (Specimen 1)
|
64.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.39 kPa
|