Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994836 DEA: 032J9504 EFIS: 0322000142
QA Service Level: 1
DIST-CO-RTE-PM: 03-COL-20-R0.6/R1.2,3.4
Work Description: HMA (TYPE A), HIGH FRICTION SURFACE TREATMENT, & STBB.
Location Description: COLUSA COUNTY ABOUT 20 MILES WEST OF WILLIAMS FROM 0.6 MILE EAST TO 1.2 MILES EAST OF LAKE COUNTY LINE AND AT ROUTE 16
Contractor Name: MARTIN BROTHERS CONSTRUCTION
Contractor Address: 8801 Folsom Blvd. Ste. 260, Sacramento, CA 95826
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown
DIME Sample ID: 2024-05-08-101
TL Number from the TL Form: C803803
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 05/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/27/2024
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 3/4 HMA-SP w/15% RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-05-08-101-1
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: 07/03/2024
Date Tested: 07/01/2024
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
|
0.145 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.203 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.20 kPa
|
