Summary for Test 2022-09-07-92-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 215093 DEA: 101C2804 EFIS: 1014000134 |
---|---|
DIST-CO-RTE-PM | 10-SJ-99-30.9/31.3 |
Award Date | 10/21/2020 |
Closeout Date | 08/30/2023 |
Work Description | RAISED BRIDGES, REALIGN RAMPS AND CONSTRUCT AUXILIARY LANE. |
Location Description | SAN JOAQUIN COUNTY IN LODI FROM 0.4 MILE SOUTH OF ROUTE 12/99 SEPARATION TO 0.3 MILE SOUTH OF TURNER ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 08/21/2020) |
Sample Information
Sample Taken Date | 09/07/2022 | Sample Unique Key | 92 |
---|---|---|---|
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 | 10/13/2022 |
Sample type | Acceptance | A brief description of the sample | PG 70-10 |
The quantity of what the sample constitutes | 1 cans | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Kort |
Title of sampler | Lab Technician | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero-Benicia Asphalt Plant | Transportation Laboratory (TL) Number | 730523 |
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 | ||
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: 2022-09-07-92
DIME Test ID: 2022-09-07-92-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-10-20
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Adam Herrera
Date of test: 10/18/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.157 kPa
Phase Angle (δ) (for the 10 cycles): 84.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.307 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.31 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/20/2022 ✔