Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002527 DEA: 033G7504 EFIS: 0325000106
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-191-0.0/3.4,3.7/6.8
Work Description:
Location Description:
Contractor Name: LAMON CONSTRUCTION
Contractor Address: 871 Von Geldern Way., Yuba City, CA, 95991
Resident Engineer: Husam Makhoul Structure Rep.: Unknown
DIME Sample ID: 2026-07-29-93
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: 07/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2026
The quantity of what the sample constitutes: 2 cans of 64-10
A brief description of the sample: pg 64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: LAMON CONSTRUCTION
Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Lamon Construction
Certified Asphalt Supplier: VSS Emultech - West Sacramento - West Sacramento CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: not on tl 101
HMA Supplier Mix ID Number: Not on tl 101
DIME Test ID: 2026-07-29-93-1
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: 09/24/2026
Date Tested: 09/24/2026
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
|
0.149 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.234 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.24 kPa
|
