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Sample Record for 2023-08-15-61

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Project Information

Project ID: 994299 DEA: 100Y7804 EFIS: 1016000025 QA Service Level: 1
DIST-CO-RTE-PM: 10-MPA-140-25.3/51.8
Work Description: COLD PLANE EXISTING PAVEMENT AND RESURFACE WITH HMA.
Location Description: MARIPOSA COUNTY FROM WHITLOCK ROAD NEAR MIDPINES TO YOSEMITE NATIONAL PARK
Contractor Name: A. TEICHERT & SON INC., DBA TEICHERT CONSTRUCTION, INC.
Contractor Address: PO BOX 13557, SACRAMENTO, CA 95853
Resident Engineer: Sayed Hashemyan Structure Rep.: Karen Sampson

Sample Information

DIME Sample ID: 2023-08-15-61
TL Number from the TL Form: 044260
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2023
The quantity of what the sample constitutes: 1OF 2
A brief description of the sample: PG 58-34M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Santa Fe Winton

Material Information

Performance Grade: PG 58-34 M
Modified:
Lot number:
Sublot number:
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): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-08-15-61-1
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: 09/01/2023
Date Tested: 09/01/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG
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 0.215 kPa
Phase Angle (δ) (for the 10 cycles) 66.9 degree
Complex Modulus (G*) (for the 10 measurements) 1.782 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 1.94 kPa