Summary for Test 2023-09-10-7-3
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993400 DEA: 101F4604 EFIS: 1016000139 |
---|---|
DIST-CO-RTE-PM | 10-SJ-4-4.5/4.9 |
Award Date | 01/25/2022 |
Closeout Date | 05/08/2024 |
Work Description | RIVER BRIDGE AND ROADWAY REALIGNMENT. |
Location Description | SAN JOAQUIN COUNTY NEAR HOLT FROM MIDDLE RIVER BRIDGE TO 0.5 MILE EAST OF MIDDLE RIVER BRIDGE. |
QA Service Level | 1 (Verified on 11/09/2021) |
Sample Information
Sample Taken Date | 09/10/2023 | Sample Unique Key | 7 |
---|---|---|---|
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 | 10/09/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-10/16 |
The quantity of what the sample constitutes | 1 can of 2 | From where was the sample collected | Source |
First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Trefz |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero | Transportation Laboratory (TL) Number | 749406 |
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 | Yes |
Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-10-7
DIME Test ID: 2023-09-10-7-3
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: 2023-10-19
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/18/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 26.363 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 2623.149 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 1900 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 10/19/2023 ✔