Summary for Test 2020-07-17-25-3
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 209520 DEA: 06470904 EFIS: 0600000973 COOP: 061529 |
---|---|
DIST-CO-RTE-PM | 06-MAD-99-R7.5/15.1 |
Award Date | 03/14/2019 |
Closeout Date | 05/11/2023 |
Work Description | WIDEN FREEWAY FROM 4 LANES TO 6 LANES. |
Location Description | MADERA COUNTY IN AND NEAR MADERA FROM AVENUE 12 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 17 OVERCROSSING |
QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
Sample Taken Date | 07/17/2020 | Sample Unique Key | 25 |
---|---|---|---|
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 | 07/23/2020 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 70-10 |
The quantity of what the sample constitutes | 4 Cans each, TEST #20 (#19 027517, #21 027528), #22(039484) | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Shirvani |
Title of sampler | TE | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 027522 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | Not set | |
Time of sample | Not set | HMA Supplier | Not set |
Certified Asphalt Supplier | Not set | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2020-07-17-25
DIME Test ID: 2020-07-17-25-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2020-08-14
Test Results
Phase: Original binder
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 08/14/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Dynamic Shear, G*/sin(δ): 1.31 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/14/2020 ✔