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Sample Record for 2021-04-21-19

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Project Information

Project ID: 215307 DEA: 033F5004 EFIS: 0313000019 QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-5-R7.4/R17.0
Work Description: PLACE HMA (TYPE A) AND MODIFY INTERCONNECTION CONDUIT AND CABLE.
Location Description: GLENN COUNTY IN AND NEAR WILLOWS AT VARIOUS LOCATIONS FROM COUNTY ROAD 57 OVERCROSSING TO COUNTY ROAD 33 OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY, INC. DBA KNIFE RIVER CONSTRUCT
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Tony Granados Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-04-21-19
TL Number from the TL Form: C724331
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: 04/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2021
The quantity of what the sample constitutes: one out of one
A brief description of the sample: PG 64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 3
Tank number:
Time of sample:
HMA Supplier: KRC Orland
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 5

DIME Test ID: 2021-04-21-19-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/05/2021
Date Tested: 05/03/2021
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: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 169.871 grams
Mass of empty container #2 177.184 grams
Mass of container #1 before test (m1i) 205.464 grams
Mass of container #2 before test (m2i) 212.403 grams
Mass of container #1 after test (m1f) 205.272 grams
Mass of container #2 after test (m2f) 212.218 grams
Average mass change -0.532 percent

Test 2 of 5

DIME Test ID: 2021-04-21-19-2
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: 05/05/2021
Date Tested: 05/03/2021
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: Original
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 0.180 kPa
Phase Angle (δ) (for the 10 cycles) 85.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.497 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.50 kPa

Test 3 of 5

DIME Test ID: 2021-04-21-19-3
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: 05/05/2021
Date Tested: 05/03/2021
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: per standard specifications 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 0.380 kPa
Phase Angle (δ) (for the 10 cycles) 81.6 degree
Complex Modulus (G*) (for the 10 measurements) 3.800 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.84 kPa

Test 4 of 5

DIME Test ID: 2021-04-21-19-4
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: 05/05/2021
Date Tested: 05/04/2021
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: 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 14.609 kPa
Phase Angle (δ) (for the 10 cycles) 59.3 degree
Complex Modulus (G*) (for the 10 measurements) 1460.908 kPa
Test Temperature 28.0 C
(G*) x sin(δ)= 1256 kPa

Test 5 of 5

DIME Test ID: 2021-04-21-19-5
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: 05/05/2021
Date Tested: 05/04/2021
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:
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -6.1 C
Maximum test bath temperature at 240 s -6.0 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) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 1002.0 mN
Beam deflection 60.0 s 1.673 µm
Measured Stiffness Modulus 60.0 s 48.300 mPa
Estimated Stiffness Modulus 60.0 s 48.200 mPa
Difference between stiffness moduli 60.0 s 0.21 %
Estimated m-value 60.0 s 0.491

Tests Assigned to this Sample

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