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Sample Record for 2020-07-01-21

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Project Information

Project ID: 214571 DEA: 020J1104 EFIS: 0219000062 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-33.1/42.1
Work Description: PLACE HMA & SHOULDER BACKING, & REMOVE & REPLACE PAVEMENT DELINEATION.
Location Description: PLUMAS COUNTY AT AND NEAR KEDDIE FROM INDIAN CREEK BRIDGE TO 0.3 MILE WEST OF SPANISH CREEK BRIDGE NO. 09-0018
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Jeff Steppat Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-01-21
TL Number from the TL Form: 734740
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: 07/01/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/07/2020
The quantity of what the sample constitutes: 1 Can, #1 TEST
A brief description of the sample: Modified Asphalt Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 0
Sublot number: 0
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2020-07-01-21-1
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: 09/23/2020
Date Tested: 07/30/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 169.870 grams
Mass of container #1 before test (m1i) 204.580 grams
Mass of container #1 after test (m1f) 204.480 grams
Average mass change -0.288 percent

Test 2 of 5

DIME Test ID: 2020-07-01-21-3
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: 08/12/2020
Date Tested: 08/06/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 84.5 degree
Dynamic Shear, G*/sin(δ) 1.20 kPa

Test 3 of 5

DIME Test ID: 2020-07-01-21-4
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: 08/26/2020
Date Tested: 08/25/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 45.6 degree
(G*) x sin(δ)= 2453 kPa

Test 4 of 5

DIME Test ID: 2020-07-01-21-5
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: 09/23/2020
Date Tested: 09/01/2020
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: At 70 degrees Phase Angle = 80.4 degree and Dynamic Shear = 1.7758 kPa
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 78.2 degree
Dynamic Shear, G*/sin(δ) 3.58 kPa

Test 5 of 5

DIME Test ID: 2020-07-01-21-6
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: 09/23/2020
Date Tested: 07/28/2020
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:
Test Result Compliance:
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.1 C
Maximum test bath temperature at 240 s -17.9 C
Time of test load application 01:26:06 HH:MM:SS
File name of test data 08/26/2020
Time beam in bath 60
Time test started 01:26:06 HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0.999929
Regression coefficient a 2.8200
Regression coefficient b -0.1690
Regression coefficient c -0.0414
Load at time 0.0 32.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 973.0 mN
Deflection at time 0.5 s 0.098 µm
Load at 60.0 s 971.0 mN
Beam deflection 60.0 s 0.318 µm
Measured Stiffness Modulus 60.0 s 247.000 mPa
Estimated Stiffness Modulus 60.0 s 246.000 mPa
Difference between stiffness moduli 60.0 s -0.40 %
Estimated m-value 60.0 s 0.317