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Sample Record for 2020-09-20-13

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: 2020-09-20-13
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: 09/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2021
The quantity of what the sample constitutes: 1 OUF OF 4
A brief description of the sample: TEST Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina Klamath Falls

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number: 2020
Sublot number:
Tank number: 34
Time of sample: ?
HMA Supplier:
Certified Asphalt Supplier: Chowchilla Asphalt Incorporated - Chowchilla CA
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test

DIME Test ID: 2020-09-20-13-7
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 7.53 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.6635
Nonrecoverable creep compliance 3.3184
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 24.59 %

Test

DIME Test ID: 2020-09-20-13-9
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 7.29 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.6354
Nonrecoverable creep compliance 3.2553
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 23.52 %

Test

DIME Test ID: 2020-09-20-13-8
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSRC
Test Result Compliance: not applicable
Additional Comments When Verified:
PG test temperature 64 C
Average percent recovery at 0.1 kPa 7.6 %
Average percent recovery at 3.2 kPa no data0 %
Nonrecoverable creep compliance 2.6397
Nonrecoverable creep compliance 3.2878
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 24.55 %

Test

DIME Test ID: 2020-09-20-13-1
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study ORIG
Test Result Compliance: complies
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 0.147 kPa
Phase Angle (δ) (for the 10 cycles) 85.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.225 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.23 kPa

Test

DIME Test ID: 2020-09-20-13-2
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study ORIG
Test Result Compliance: complies
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 0.147 kPa
Phase Angle (δ) (for the 10 cycles) 85.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.222 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.23 kPa

Test

DIME Test ID: 2020-09-20-13-3
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study ORIG
Test Result Compliance: complies
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 0.146 kPa
Phase Angle (δ) (for the 10 cycles) 85.6 degree
Complex Modulus (G*) (for the 10 measurements) 1.219 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.22 kPa

Test

DIME Test ID: 2020-09-20-13-4
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study RTFO
Test Result Compliance: complies
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 0.310 kPa
Phase Angle (δ) (for the 10 cycles) 81.1 degree
Complex Modulus (G*) (for the 10 measurements) 3.096 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.13 kPa

Test

DIME Test ID: 2020-09-20-13-5
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study RTFO
Test Result Compliance: complies
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 0.309 kPa
Phase Angle (δ) (for the 10 cycles) 81.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.089 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.13 kPa

Test

DIME Test ID: 2020-09-20-13-6
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: 04/06/2026
Date Tested: 04/02/2021
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: (530) 713-6823
General Comments for this Test: MSCR Study RTFO
Test Result Compliance: complies
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 0.300 kPa
Phase Angle (δ) (for the 10 cycles) 81.2 degree
Complex Modulus (G*) (for the 10 measurements) 2.998 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.03 kPa