Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001063 DEA: 033G3804 EFIS: 0324000122
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-32-R23.9/30.8,31.0/31.6
Work Description: HMA OVERLAY, COLD PLANE, AND REMOVE & REPLACE PVMT DELINEATION.
Location Description: BUTTE COUNTY NEAR CHICO FROM NOPEL AVENUE TO 1.3 MILES WEST OF CARPENTER RIDGE ROAD AND FROM 1.1 MILES WEST OF CARPENTER RIDGE ROAD TO 0.5 MILE WEST OF CARPENTER RIDGE ROAD
Contractor Name: LAMON CONSTRUCTION CO., INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-07-31-78
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 07/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2025
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 1/2 HMA SP w/25%Rap
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Northwest Oil - Stockton, CA
Performance Grade: PG 58-22
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: TEICHERT VERNALIS
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 58-22 / PG 58-16
Asphalt Binder Mix Number:
DIME Test ID: 2025-07-31-78-1
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: 11/13/2025
Date Tested: 11/12/2025
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: Original
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
|
0.153 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.266 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.27 kPa
|
