Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209520 DEA: 06470904 EFIS: 0600000973 COOP: 061529
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R7.5/15.1
Work Description: WIDEN FREEWAY FROM 4 LANES TO 6 LANES.
Location Description: MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR CA 91342
Resident Engineer: Eric Karlson Structure Rep.: Peter Moua
DIME Sample ID: 2021-01-11-16
TL Number from the TL Form: C039626
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: 01/11/2021
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 1
A brief description of the sample: Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: VULCAN MATERIALS MADERA
Performance Grade: PG 70-10
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:
DIME Test ID: 2021-01-11-16-1
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
|
0.154 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.4 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.287 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.29 kPa
|
DIME Test ID: 2021-01-11-16-2
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)
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
|
0.145 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.211 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.21 kPa
|
DIME Test ID: 2021-01-11-16-3
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
|
0.151 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.258 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.26 kPa
|
DIME Test ID: 2021-01-11-16-4
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
|
0.224 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.240 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.24 kPa
|
DIME Test ID: 2021-01-11-16-5
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: 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
|
0.225 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.252 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.25 kPa
|
DIME Test ID: 2021-01-11-16-6
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
|
0.231 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
88.8 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
2.306 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
2.31 kPa
|
DIME Test ID: 2021-01-11-16-7
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
|
70.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
4.8065
|
Nonrecoverable creep compliance
|
4.9586
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
3.1700 %
|
DIME Test ID: 2021-01-11-16-8
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
|
70.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
5.5579
|
Nonrecoverable creep compliance
|
5.7769
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
3.9400 %
|
DIME Test ID: 2021-01-11-16-9
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
|
70.0 C
|
Average percent recovery at 0.1 kPa
|
0.0000 %
|
Average percent recovery at 3.2 kPa
|
0.0000 %
|
Nonrecoverable creep compliance
|
5.5888
|
Nonrecoverable creep compliance
|
5.7358
|
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa
|
2.6300 %
|