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Sample Record for 2021-01-11-16

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Project Information

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.: Moua, Peter

Sample Information

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

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade:

Test Results

Test 1 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 1.29 kPa

Test 2 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 1.21 kPa

Test 3 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 1.26 kPa

Test 4 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 2.24 kPa

Test 5 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 2.25 kPa

Test 6 of 9

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 Blvd,
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
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 70.0 C
Dynamic Shear, G*/sin(δ) 2.31 kPa

Test 7 of 9

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 Blvd,
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
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 %

Test 8 of 9

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 Blvd,
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
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 %

Test 9 of 9

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 Blvd,
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
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 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.