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Sample Record for 2023-10-10-70

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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: 2023-10-10-70
TL Number from the TL Form: 044262
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 10/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/26/2023
The quantity of what the sample constitutes: 2 cans of 2
A brief description of the sample: 3/4 HMA-A, PG 58-34 M
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: 3/4" HMA-A PAVING ON HWY 140
The fabricator/manufacturer/facility name: Santa Fe Winton

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number: 7
Sublot number: 5
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: 35140232416V
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-10-10-70-1
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: 10/30/2023
Date Tested: 10/27/2023
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: 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 0.319 kPa
Phase Angle (δ) (for the 10 cycles) 60.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.644 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 3.03 kPa