Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215721 DEA: 010K5704 EFIS: 0120000118
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-40.5/45.7
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA-G AND TRAFFIC STRIPING.
Location Description: HUMBOLDT COUNTY NEAR DINSMORE FROM VAN DUZEN RIVER BRIDGE TO TRINITY COUNTY LINE
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: P. O. BOX 1006, EUREKA, CA 95502-1006
Resident Engineer: Joaquin Rodriguez Structure Rep.: Unknown
DIME Sample ID: 2022-04-26-54
TL Number from the TL Form: 898991
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: 04/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2022
The quantity of what the sample constitutes: 1 can, backup can
A brief description of the sample: re-test, prior failure PSUE
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero - Benicia
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Mercer Fraser
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2022-04-26-54-1
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: 05/24/2022
Date Tested: 05/24/2022
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: OG
Test Result Compliance: does not comply
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
|
0.258 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
83.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
2.151 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
2.16 kPa
|
