Summary for Test 2020-07-10-16-3
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 210618 DEA: 06342534 EFIS: 0600000382 COOP: 061616A2 |
---|---|
DIST-CO-RTE-PM | 06-FRE-180-R74.1/R78.6 |
Award Date | 04/05/2017 |
Closeout Date | 07/06/2021 |
Work Description | CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY |
Location Description | FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE |
QA Service Level | 1 (Verified on 07/10/2017) |
Sample Information
Sample Taken Date | 07/10/2020 | Sample Unique Key | 16 |
---|---|---|---|
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 | 07/14/2020 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 64-10 |
The quantity of what the sample constitutes | 1 Can, #1 TEST (027514) | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | shrivani |
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 | 027514 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
---|---|---|---|
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: 2020-07-10-16
DIME Test ID: 2020-07-10-16-3
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: 2020-08-12
Test Results
Phase: Original binder
Input Type: Calculated
Tester's full name: Gurpartap Grewal
Date of test: 07/16/2020
Test Plate Diameter: 25 mm
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Dynamic Shear, G*/sin(δ): 1.46 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2020 ✔