Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215045 DEA: 010F4604 EFIS: 0116000010
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-20.5/30.2
Work Description: PLACE HMA & RHMA-O; & CONSTRUCT MECHANICALLY STABILIZED EMBANKMENT.
Location Description: HUMBOLDT COUNTY ABOUT 15 MILES EAST OF BLUE LAKE AT VARIOUS LOCATIONS FROM 1.5 MILES EAST OF BAIR ROAD TO 0.4 MILE WEST OF CEDAR CREEK ROAD
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Alder Grove Road., Arcata, CA 95521
Resident Engineer: Nathaniel Steen Structure Rep.: Jacob Hurd
DIME Sample ID: 2022-07-25-41
TL Number from the TL Form: C972485
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: 07/25/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2022
The quantity of what the sample constitutes: 1 OF 1 CAN
A brief description of the sample: PG 64-28M PROJECT BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BLUE LAKE // SUPPLIER NOT PROVIDED // AASHTO LISTED AS PLACE HOLDER ONLY
Performance Grade: PG 64-28 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: AASHTO Resource - Frederick MD
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-25-41-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/24/2022
Date Tested: 08/23/2022
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: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.264 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
69.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.199 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.35 kPa
|
DIME Test ID: 2022-07-25-41-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/25/2022
Date Tested: 08/23/2022
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.515 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
62.6 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
5.147 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
5.80 kPa
|
