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Sample Record for 2023-05-17-58

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Project Information

Project ID: 215018 DEA: 051J4804 EFIS: 0517000185 QA Service Level: 1
DIST-CO-RTE-PM: 05-SBT-25,156-54.048
Work Description: SAN BENITO HIGHWAY 25 AT 156 ROUNDABOUT - SAFETY IMPROVEMENTS
Location Description: SAN BENITO COUNTY NEAR HOLLISTER ON ROUTE 25 FROM 0.4 MILE EAST TO 0.3 MILE WEST OF ROUTE 156 AND ON ROUTE 156 FROM 0.4 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 25
Contractor Name: Granite Rock Company
Contractor Address: 411 Walker Street, Watsonville, CA 95076
Resident Engineer: Baljinder Brar Structure Rep.: Neil Weller

Sample Information

DIME Sample ID: 2023-05-17-58
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: 05/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2023
The quantity of what the sample constitutes: 1 can asphalt binder
A brief description of the sample: PG64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: VSS Emultech - West Sacramento 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: 2023-05-17-58-1
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: 05/25/2023
Date Tested: 05/25/2023
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
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.181 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.507 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.51 kPa