Summary for Test 2020-06-30-50-5
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 214528 DEA: 024G5404 EFIS: 0214000024 |
---|---|
DIST-CO-RTE-PM | 02-TEH-36-40.3/42.1 |
Award Date | 01/08/2020 |
Closeout Date | 09/15/2021 |
Work Description | PLACE HMA AND MINOR CONCRETE, AND MODIFY ELECTRICAL SYSTEM. |
Location Description | TEHAMA COUNTY IN RED BLUFF FROM 0.6 MILE EAST OF BAKER ROAD TO 0.2 MILE EAST OF EAST SAND SLOUGH BRIDGE |
QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
Sample Taken Date | 06/30/2020 | Sample Unique Key | 50 |
---|---|---|---|
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 | 07/30/2020 |
Sample type | Acceptance | A brief description of the sample | Asphalt Binder PG 64-16 |
The quantity of what the sample constitutes | 3 each Can, #3 TEST (1-3) | From where was the sample collected | Source |
First name of sampler or witnessed by | Devin | Last name of sampler or witnessed by | Owens |
Title of sampler | Inspector | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia | Transportation Laboratory (TL) Number | Unknown |
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 | 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: 2020-06-30-50
DIME Test ID: 2020-06-30-50-5
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: 2020-09-23
Test Results
Phase: PAV residue
Input Type: Calculated
Tester's full name: Eva Torres
Date of test: 09/01/2020
Test Plate Diameter: 8 mm
Phase Angle (δ) (for the 10 cycles): 52.2 degree
(G*) x sin(δ)=: 2385 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/23/2020 ✔