Summary for Test 2022-06-09-26-3
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215801 DEA: 010F2404 EFIS: 0115000094 |
---|---|
DIST-CO-RTE-PM | 01-DN-101-R5.1/R5.6 |
Award Date | 08/02/2021 |
Closeout Date | 11/21/2022 |
Work Description | HOT MIX ASPHALT (TYPE A AND LEVELING). |
Location Description | DEL NORTE COUNTY NEAR KLAMATH FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 101 AND EHLERS WAY INTERSECTION |
QA Service Level | 1 (Verified on 07/06/2021) |
Sample Information
Sample Taken Date | 06/09/2022 | Sample Unique Key | 26 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/13/2022 |
Sample type | Department Acceptance | A brief description of the sample | 1/2" HMA, PG 64-16 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Atturio |
Title of sampler | Samples Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna Plant A | Transportation Laboratory (TL) Number | 930517 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-09-26
DIME Test ID: 2022-06-09-26-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2022-06-22
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/15/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 24.576 kPa
Phase Angle (δ) (for the 10 cycles): 49.1 degree
Complex Modulus (G*) (for the 10 measurements): 2457.596 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1858 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 6/22/2022 ✔