Summary for Test 2021-10-21-29-3
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215168 DEA: 101C5004 EFIS: 1016000026 |
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DIST-CO-RTE-PM | 10-SJ-4,5-T15.5/R16.7,25.8/26.5 |
Award Date | 12/09/2020 |
Closeout Date | 09/14/2023 |
Work Description | CONSTRUCT JPCP, CRCP, AND APPROACH SLABS. |
Location Description | SAN JOAQUIN COUNTY IN STOCKTON ON ROUTE 4 FROM 0.2 MILE EAST OF FRESNO AVENUE TO EL DORADO STREET AND ON ROUTE 5 FROM TAYLOR STREET OVERHEAD TO STOCKTON CHANNEL VIADUCT |
QA Service Level | 1 (Verified on 10/19/2020) |
Sample Information
Sample Taken Date | 10/21/2021 | Sample Unique Key | 29 |
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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 | 12/06/2021 |
Sample type | Department Acceptance | A brief description of the sample | BINDER |
The quantity of what the sample constitutes | 2CANS | From where was the sample collected | Source |
First name of sampler or witnessed by | M | Last name of sampler or witnessed by | Cozad |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero Benicia | Transportation Laboratory (TL) Number | 21mc0074 |
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 | Lot number | 1 | |
Sublot number | 1 | 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: 2021-10-21-29
DIME Test ID: 2021-10-21-29-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-12-10
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 12/10/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.613 kPa
Phase Angle (δ) (for the 10 cycles): 49.7 degree
Complex Modulus (G*) (for the 10 measurements): 2961.173 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2258 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 12/10/2021 ✔