Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-R2.6/23.9
Work Description: RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT.
Location Description: DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P O BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Aaron Valley Structure Rep.: Joshua Erler
DIME Sample ID: 2026-05-27-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 05/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/29/2026
The quantity of what the sample constitutes: 4 Quart Cans
A brief description of the sample: pg64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Plant A
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Western Emulsions - White City Emulsion Plant - White City OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2026-05-27-20-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 06/01/2026
Date Tested: 06/01/2026
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
|
12.06 %
|
|
Stress Amplitude
|
0.151 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.9 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.254 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.26 kPa
|
