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Sample Record for 2024-08-02-61

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

Project Information

Project ID: 1000010 DEA: 061F8904 EFIS: 0623000107 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-4.0/5.5
Work Description: COLD PLANE AC PAVEMENT AND PLACE HMA.
Location Description: TULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY
Contractor Name: A. TEICHERT & SON INC DBA TEICHERT CONSTRUCTION
Contractor Address: 5771 S. Toyota Ave, Fresno, CA 93725
Resident Engineer: Tyler Street Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-02-61
TL Number from the TL Form: C754920
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: 08/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/19/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 70-10 1/2" HMA R15
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: STORAGE TANK / ALBINA

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number: 7
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla 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: 2024-08-02-61-1
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: 08/23/2024
Date Tested: 08/21/2024
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: ORG
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 0.135 kPa
Phase Angle (δ) (for the 10 cycles) 87.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.121 kPa
Test Temperature (Specimen 1) 70.0 C
Dynamic Shear, G*/sin(δ) 1.12 kPa