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Sample Record for 2021-08-26-68

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Project Information

Project ID: 214618 DEA: 033F99U4 EFIS: 0319000311 QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: DESILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway Blvd. , Ste 105, Sacramento, CA 95834
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-26-68
TL Number from the TL Form: -
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: 08/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates - Marysville

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number: 2
Sublot number: 15
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2021-08-26-68-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/28/2022
Date Tested: 11/21/2022
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: original. For information only
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.279 kPa
Phase Angle (δ) (for the 10 cycles) 83.1 degree
Complex Modulus (G*) (for the 10 measurements) 2.326 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.34 kPa

Test 2 of 2

DIME Test ID: 2021-08-26-68-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/28/2022
Date Tested: 11/21/2022
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: For information only
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.274 kPa
Phase Angle (δ) (for the 10 cycles) 84.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.285 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.30 kPa