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Sample Record for 2020-09-25-23

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Project Information

Project ID: 214588 DEA: 020J1504 EFIS: 0219000066 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA,TEH-36-4.0/8.0,13.0/17.0
Work Description: PLACE HMA (TYPE A), REPLACE AC SURFACING AND GUARDRAIL.
Location Description: SHASTA AND TEHAMA COUNTIES NEAR PLATINA FROM 0.3 MILE EAST OF HARRISON GULCH ROAD TO 0.8 MILE WEST OF PLATINA ROAD AND FROM 2.6 MILES EAST OF DRY CREEK BRIDGE TO 2.1 MILES WEST OF SALT CREEK BRIDGE
Contractor Name: TULLIS, INC.
Contractor Address: 16951 CLEAR CREEK ROAD, REDDING CA 96001
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-25-23
TL Number from the TL Form: 851372
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: 09/25/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2020
The quantity of what the sample constitutes: 1 can
A brief description of the sample: AB PG 58-34 M #5 Test, #3(851370), #4(851371), No Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: valero benicia

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier:
Multigrade:
Multigrade Type:

Test Results

Test 1 of 9

DIME Test ID: 2020-09-25-23-1
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: 10/12/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
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 #1 179.432 grams
Mass of container #1 before test (m1i) 215.060 grams
Mass of container #1 after test (m1f) 214.767 grams
Average mass change -0.822 percent

Test 2 of 9

DIME Test ID: 2020-09-25-23-2
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 10/21/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: as per 2018 standard specs
Test Result Compliance: complies
Additional Comments When Verified:
Final Reading from the testing machine (X) 4 cm
% Elongation Recovery 80 %

Test 3 of 9

DIME Test ID: 2020-09-25-23-3
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: 10/12/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard and Specifications
Test Result Compliance: does not comply
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 0.287 kPa
Phase Angle (δ) (for the 10 cycles) 63.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.393 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.69 kPa

Test 4 of 9

DIME Test ID: 2020-09-25-23-4
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: 10/12/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard and Specifications
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 0.647 kPa
Phase Angle (δ) (for the 10 cycles) 57.7 degree
Complex Modulus (G*) (for the 10 measurements) 6.467 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.65 kPa

Test 5 of 9

DIME Test ID: 2020-09-25-23-5
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: 10/14/2020
Date Tested: 10/14/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard and Specifications
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 30.783 kPa
Phase Angle (δ) (for the 10 cycles) 40.6 degree
Complex Modulus (G*) (for the 10 measurements) 3077.391 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 2003 kPa

Test 6 of 9

DIME Test ID: 2020-09-25-23-6
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: 10/21/2020
Date Tested: 10/14/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard Specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data
Maximum test bath temperature at 240 s no data
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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 113.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.307

Test 7 of 9

DIME Test ID: 2020-09-25-23-7
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: 10/21/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standards Specifications
Test Result Compliance: complies
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 0.000 grams
Mass of container #1 before test (m1i) 215.060 grams
Mass of container #1 after test (m1f) 214.767 grams
Average mass change -0.822 percent

Test 8 of 9

DIME Test ID: 2020-09-25-23-8
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: 10/13/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard and Specifications
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 0.287 kPa
Phase Angle (δ) (for the 10 cycles) 63.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.393 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.69 kPa

Test 9 of 9

DIME Test ID: 2020-09-25-23-9
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: 10/13/2020
Date Tested: 10/12/2020
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: (916) 227-7302
General Comments for this Test: Per 2018 Standard and Specifications
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 0.647 kPa
Phase Angle (δ) (for the 10 cycles) 57.7 degree
Complex Modulus (G*) (for the 10 measurements) 6.467 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 7.65 kPa

Tests Assigned to this Sample

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