Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2024-08-05-82
TL Number from the TL Form: C754921
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: 08/05/2024
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
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:
DIME Test ID: 2024-08-05-82-1
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
|
0.138 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.147 kPa
|
|
Test Temperature (Specimen 1)
|
70.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.15 kPa
|
