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Sample Record for 2021-02-24-21

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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: 2021-02-24-21
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: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 02/24/2021
Date that the sample was received by the laboratory/organization performing the testing: 02/24/2021
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 58-34 M
Modified: Yes
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 on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2021-02-24-21-1
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: 02/24/2021
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 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 64.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.324 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.46 kPa

Test 2 of 9

DIME Test ID: 2021-02-24-21-2
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: 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 0.158 kPa
Phase Angle (δ) (for the 10 cycles) 64.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.315 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.45 kPa

Test 3 of 9

DIME Test ID: 2021-02-24-21-3
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: 02/24/2021
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 0.159 kPa
Phase Angle (δ) (for the 10 cycles) 64.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.328 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.47 kPa

Test 4 of 9

DIME Test ID: 2021-02-24-21-4
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: 02/24/2021
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 0.242 kPa
Phase Angle (δ) (for the 10 cycles) 60.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.425 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.79 kPa

Test 5 of 9

DIME Test ID: 2021-02-24-21-5
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: 02/24/2021
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 0.252 kPa
Phase Angle (δ) (for the 10 cycles) 60.4 degree
Complex Modulus (G*) (for the 10 measurements) 2.523 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.90 kPa

Test 6 of 9

DIME Test ID: 2021-02-24-21-6
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: 02/24/2021
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 0.264 kPa
Phase Angle (δ) (for the 10 cycles) 60.3 degree
Complex Modulus (G*) (for the 10 measurements) 2.640 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.04 kPa

Test 7 of 9

DIME Test ID: 2021-02-24-21-7
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: 02/24/2021
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 58.0 C
Average percent recovery at 0.1 kPa 93.6200 %
Average percent recovery at 3.2 kPa 83.1100 %
Nonrecoverable creep compliance 0.1221
Nonrecoverable creep compliance 0.2892
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 136.6200 %

Test 8 of 9

DIME Test ID: 2021-02-24-21-8
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: 02/24/2021
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 58.0 C
Average percent recovery at 0.1 kPa 93.5700 %
Average percent recovery at 3.2 kPa 82.0800 %
Nonrecoverable creep compliance 0.1270
Nonrecoverable creep compliance 0.3175
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 149.9400 %

Test 9 of 9

DIME Test ID: 2021-02-24-21-9
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: 02/24/2021
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 58.0 C
Average percent recovery at 0.1 kPa 93.1900 %
Average percent recovery at 3.2 kPa 84.6200 %
Nonrecoverable creep compliance 0.1094
Nonrecoverable creep compliance 0.2224
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 103.3700 %