Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215739 DEA: 010G2104 EFIS: 0116000137
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-21.2
Work Description: CONSTRUCT RETAINING WALL AND GUARDRAIL AND EARTHWORK.
Location Description: DEL NORTE COUNTY NEAR CRESCENT CITY AT 0.2 MILE NORTH OF CUSHING CREEK VIADUCT 01-0076
Contractor Name: McCullough Construction, Inc.
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Aaron Valley Structure Rep.: Thomas Norris
DIME Sample ID: 2022-08-26-50
TL Number from the TL Form: 032392
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: 08/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2 RHMA, R15, PG 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Lake
Performance Grade: PG 64-16
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 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2022-08-26-50-1
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: 09/12/2022
Date Tested: 09/12/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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
|
0.215 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
84.3 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.793 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.80 kPa
|
