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Sample Record for 2022-08-24-20

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993801 DEA: 032G3704 EFIS: 0321000118 QA Service Level: 1
DIST-CO-RTE-PM: 03-COL,YOL-16-0.1/7.3,0.0/0.7
Work Description: PARTIAL DEPTH RECYCLING, PLACE RHMA-G, & COLD PLANE AC PAVEMENT.
Location Description: COLUSA AND YOLO COUNTIES NEAR RUMSEY FROM 0.1 MILE SOUTH OF ROUTE 20 TO 1.3 MILES NORTH OF ROAD 40
Contractor Name: BALDWIN CONTRACTING CO. INC DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 SKYWAY ROAD, CHICO, CA 95928
Resident Engineer: Masoud Saed Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-08-24-20
TL Number from the TL Form: 704404
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/24/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2022
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: 64-16 15% Rap
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-08-24-20-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/02/2022
Date Tested: 09/01/2022
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: OG
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 0.145 kPa
Phase Angle (δ) (for the 10 cycles) 82.4 degree
Complex Modulus (G*) (for the 10 measurements) 1.212 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.22 kPa

Test 2 of 4

DIME Test ID: 2022-08-24-20-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/07/2022
Date Tested: 09/01/2022
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: 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 0.401 kPa
Phase Angle (δ) (for the 10 cycles) 75.9 degree
Complex Modulus (G*) (for the 10 measurements) 4.006 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 4.13 kPa

Test 3 of 4

DIME Test ID: 2022-08-24-20-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/07/2022
Date Tested: 09/02/2022
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: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 15.914 kPa
Phase Angle (δ) (for the 10 cycles) 48.5 degree
Complex Modulus (G*) (for the 10 measurements) 1591.290 kPa
Test Temperature (Specimen 1) 28.0 C
(G*) x sin(δ)= 1192 kPa

Test 4 of 4

DIME Test ID: 2022-08-24-20-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/08/2022
Date Tested: 09/06/2022
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -6 C
Maximum test bath temperature at 240 s -6 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 34.1 mPa
Estimated Stiffness Modulus 60.0 s 34.1 mPa
Difference between stiffness moduli 60.0 s 0.01 %
Estimated m-value 60.0 s 0.414