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Sample Record for 2021-04-12-53

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Project Information

Project ID: 212501 DEA: 022E4804 EFIS: 0200000586 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-103.1/103.6,56.8/57.2
Work Description: BRIDGE REPLACEMENT
Location Description: SISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
Contractor Name: Golden State Bridge
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Nicole Mallory Structure Rep.: Andy O'Sullevan

Sample Information

DIME Sample ID: 2021-04-12-53
TL Number from the TL Form: c897286
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: 04/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2021
The quantity of what the sample constitutes: 2 of 2 cans
A brief description of the sample: PG58-34M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea - Fawndale

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF Shea - Fawndale
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2021-04-12-53-1
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: 05/21/2021
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: 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 #1 167.794 grams
Mass of empty container #2 169.863 grams
Mass of container #1 before test (m1i) 203.231 grams
Mass of container #2 before test (m2i) 206.920 grams
Mass of container #1 after test (m1f) 203.076 grams
Mass of container #2 after test (m2f) 206.795 grams
Average mass change -0.387 percent

Test 2 of 6

DIME Test ID: 2021-04-12-53-2
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: 05/21/2021
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: 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 0.269 kPa
Phase Angle (δ) (for the 10 cycles) 64.6 degree
Complex Modulus (G*) (for the 10 measurements) 2.239 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 2.48 kPa

Test 3 of 6

DIME Test ID: 2021-04-12-53-3
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: 05/21/2021
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: 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 0.556 kPa
Phase Angle (δ) (for the 10 cycles) 59.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.559 kPa
Test Temperature 58.0 C
Dynamic Shear, G*/sin(δ) 6.47 kPa

Test 4 of 6

DIME Test ID: 2021-04-12-53-4
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: 05/21/2021
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: Delta G/Sin* estimated 63.6 at 2.2 kPa
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 0.318 kPa
Phase Angle (δ) (for the 10 cycles) 60.7 degree
Complex Modulus (G*) (for the 10 measurements) 3.180 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.65 kPa

Test 5 of 6

DIME Test ID: 2021-04-12-53-5
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: 05/21/2021
Date Tested: 05/12/2021
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:
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 28.925 kPa
Phase Angle (δ) (for the 10 cycles) 41.2 degree
Complex Modulus (G*) (for the 10 measurements) 2892.606 kPa
Test Temperature 16.0 C
(G*) x sin(δ)= 1905 kPa

Test 6 of 6

DIME Test ID: 2021-04-12-53-6
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: 05/21/2021
Date Tested: 05/05/2021
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 -24.0 C
Maximum test bath temperature at 240 s -23.9 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 983.0 mN
Beam deflection 60.0 s 0.684 µm
Measured Stiffness Modulus 60.0 s 116.000 mPa
Estimated Stiffness Modulus 60.0 s 116.000 mPa
Difference between stiffness moduli 60.0 s 0.00 %
Estimated m-value 60.0 s 0.314

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-04-12-53-7AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer05/04/2021Not scheduledAkira HasegawaCT HQ - Sacramento Asphalt Binder LaboratoryER