Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993587 DEA: 061C3704 EFIS: 0621000163
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,TUL-180,245-108.0/110.8,0.0/9.0
Work Description: COLD PLANE AC AND PLACE HMA (TYPE A).
Location Description: FRESNO AND TULARE COUNTIES ON ROUTE 180 FROM 0.1 MILE WEST OF ROUTE 245 TO 1.3 MILES EAST OF FRESNO COUNTY LINE AND ON ROUTE 245 FROM TULARE COUNTY LINE TO ?ROUTE 180
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown
DIME Sample ID: 2022-08-11-45
TL Number from the TL Form: 039513
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: 08/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Rock and Asphalt, Porterville
Performance Grade: PG 64-28
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Albina Asphalt - Chowchilla CA
Multigrade: Yes
Multigrade Type: PG 64-28 / PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-11-45-1
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: 09/02/2022
Date Tested: 08/30/2022
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
|
0.165 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
78.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.378 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.41 kPa
|
