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Sample Record for 2021-09-13-33

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Project Information

Project ID: 215615 DEA: 101L2304 EFIS: 1020000163 QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4-5.4/13.4
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA.
Location Description: SAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD
Contractor Name: GEORGE REED , INC.
Contractor Address: P.O. BOX 4760, MODESTO, CA 95352
Resident Engineer: Troy Scheiber Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-13-33
TL Number from the TL Form: c21MC0007
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: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2021
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 64-28M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: George Reed
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 2

DIME Test ID: 2021-09-13-33-1
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: 10/12/2021
Date Tested: 10/06/2021
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: 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 0.160 kPa
Phase Angle (δ) (for the 10 cycles) 75.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.330 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.38 kPa

Test 2 of 2

DIME Test ID: 2021-09-13-33-2
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: 10/12/2021
Date Tested: 10/05/2021
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: 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 0.453 kPa
Phase Angle (δ) (for the 10 cycles) 62.7 degree
Complex Modulus (G*) (for the 10 measurements) 4.526 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 5.09 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-09-13-33-4AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)10/04/2021Not scheduledAkira HasegawaCT HQ - Sacramento Asphalt Binder LaboratoryRTFO+6
2021-09-13-33-5AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)10/04/2021Not scheduledAkira HasegawaCT HQ - Sacramento Asphalt Binder LaboratoryBBR