Summary for Test 2023-11-28-27-3
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993905 DEA: 034H5814 EFIS: 0320000240 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-27.6/29.5,30.4/34.3 |
| Award Date | 02/28/2023 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE CL2 AB, HMA & RHMA, & MODIFY RAMP METERS. |
| Location Description | SACRAMENTO COUNTY IN AND NEAR SACRAMENTO FROM 0.5 MILES SOUTH OF ARENA BOULEVARD OVERCROSSING TO 0.4 MILES SOUTH OF 99/5 INTERCHANGE AND FROM 0.5 MILES NORTH OF THE 99/5 INTERCHANGE TO 0.4 MILE SOUTH OF THE YOLO COUNTY LINE |
| QA Service Level | 1 (Verified on 06/27/2022) |
Sample Information
| Sample Taken Date | 11/28/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 12/01/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Oil |
| The quantity of what the sample constitutes | 1 Oil Can | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | De Silva Gates | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2023-11-28-27
DIME Test ID: 2023-11-28-27-3
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: 2023-12-05
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/05/2023
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 80.083 kPa
Phase Angle (δ) (for the 10 cycles): 46.4 degree
Complex Modulus (G*) (for the 10 measurements): 7968.224 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 5770 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 12/6/2023 ✔