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Sample Record for 2021-09-02-27

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Project Information

Project ID: 215600 DEA: 010H4604 EFIS: 0117000226 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-175-0.2/0.4
Work Description: ROADWAY EXCAVATION WITH CLASS 2 AGGREGATE BASE AND HMA (TYPE A).
Location Description: LAKE COUNTY ABOUT 10 MILES EAST OF HOPLAND FROM 0.2 MILE EAST OF THE MENDOCINO COUNTY LINE TO 0.4 MILE EAST OF THE MENDOCINO COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S State Street, Ukiah CA 95482
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-02-27
TL Number from the TL Form: c005761
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: 09/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG58-22
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2021-09-02-27-1
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: 09/24/2021
Date Tested: 09/14/2021
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 #1 168.910 grams
Mass of empty container #2 158.388 grams
Mass of container #1 before test (m1i) 204.580 grams
Mass of container #2 before test (m2i) 193.388 grams
Mass of container #1 after test (m1f) 204.367 grams
Mass of container #2 after test (m2f) 193.314 grams
Average mass change -0.404 percent

Test 2 of 6

DIME Test ID: 2021-09-02-27-2
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: 09/24/2021
Date Tested: 09/13/2021
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 2018 Standard Specifications ORG
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 0.339 kPa
Phase Angle (δ) (for the 10 cycles) 82.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.826 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.85 kPa

Test 3 of 6

DIME Test ID: 2021-09-02-27-3
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: 09/24/2021
Date Tested: 09/13/2021
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 2018 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 0.848 kPa
Phase Angle (δ) (for the 10 cycles) 76.0 degree
Complex Modulus (G*) (for the 10 measurements) 8.481 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 8.74 kPa

Test 4 of 6

DIME Test ID: 2021-09-02-27-4
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: 09/24/2021
Date Tested: 09/15/2021
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 2018 Standard Specifications 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 41.182 kPa
Phase Angle (δ) (for the 10 cycles) 47.5 degree
Complex Modulus (G*) (for the 10 measurements) 4116.743 kPa
Test Temperature 22.0 C
(G*) x sin(δ)= 3035 kPa

Test 5 of 6

DIME Test ID: 2021-09-02-27-5
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: 09/24/2021
Date Tested: 09/22/2021
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 2018 standard specifications
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12.0 C
Maximum test bath temperature at 240 s -12.0 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 988.0 mN
Beam deflection 60.0 s 0.703 µm
Measured Stiffness Modulus 60.0 s 113.000 mPa
Estimated Stiffness Modulus 60.0 s 113.000 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.368

Test 6 of 6

DIME Test ID: 2021-09-02-27-6
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: 09/24/2021
Date Tested: 09/13/2021
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 2018 Standard Specifications ORIG 2ND
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 0.332 kPa
Phase Angle (δ) (for the 10 cycles) 82.8 degree
Complex Modulus (G*) (for the 10 measurements) 2.767 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.79 kPa

Tests Assigned to this Sample

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