Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993440 DEA: 060H1404 EFIS: 0616000194
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-34.7/39.4
Work Description: REMOVE AND REPLACE DRAINAGE SYSTEMS.
Location Description: TULARE COUNTY NEAR SPRINGVILLE AT VARIOUS LOCATIONS FROM 2.4 MILES EAST OF BALCH PARK ROAD TO 0.6 MILE WEST OF WISHON ROAD
Contractor Name: CCFG Construction
Contractor Address: 17750 Wards Ferry Rd, Sonora, CA 95370
Resident Engineer: Javier Huerta Structure Rep.: Ulysis O. Baal
DIME Sample ID: 2022-08-29-42
TL Number from the TL Form: No TL101
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: 08/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/01/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 64-10
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: No TL101
Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-29-42-1
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: 09/01/2022
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
|
0.172 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.436 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.44 kPa
|
