Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994555 DEA: 032G7504 EFIS: 0322000154
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-45-7.0/23.2
Work Description: FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA.
Location Description: GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, Chico, CA 95928
Resident Engineer: Dwayne Grandy Structure Rep.: Not Applicable
DIME Sample ID: 2023-09-21-86
TL Number from the TL Form: 803728
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: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2023
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Plant
Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 13
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: 2023-09-21-86-1
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: 10/23/2023
Date Tested: 10/23/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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
|
0.135 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.7 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.121 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.12 kPa
|
