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Sample Record for 2022-07-20-54

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993344 DEA: 022J3804 EFIS: 0221000072 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3-R48.0/51.0
Work Description: HMA OVERLAY AND REPLACE AC SURFACING.
Location Description: SISKIYOU COUNTY IN AND NEAR YREKA FROM 0.1 MILE SOUTH OF JUNIPER DRIVE TO 0.3 MILE NORTH OF CALAMITY LANE
Contractor Name: Tullis, Inc
Contractor Address: P.O box 493416, Redding, CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-20-54
TL Number from the TL Form: 851753
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: 07/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/01/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: PG 58-34 PM
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: 1
Tank number: 7
Time of sample:
HMA Supplier: Tullis
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-07-20-54-1
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: 09/13/2022
Date Tested: 09/12/2022
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: OG
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 0.205 kPa
Phase Angle (δ) (for the 10 cycles) 63.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.712 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.91 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2022-07-20-54-2AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/02/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryRTFO
2022-07-20-54-3AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/02/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder LaboratoryPAV
2022-07-20-54-4AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)08/02/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder Laboratory
2022-07-20-54-5AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer08/02/2022Not scheduledJuan GomezCT HQ - Sacramento Asphalt Binder Laboratory