Summary for Test 2024-07-23-58-1
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 | 06/02/2025 |
| 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 | 07/23/2024 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/12/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" RHMA-G, PG 64-16 | The quantity of what the sample constitutes | 2 Cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dustin |
| Last name of sampler or witnessed by | Kliethermes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 3989 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DeSilva Gates | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
|---|---|---|---|
| Modified | No | Lot number | 1 |
| Sublot number | 6 | Tank number | |
| Time of sample | HMA Supplier | DeSilva Gates | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2024-07-23-58
DIME Test ID: 2024-07-23-58-1
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: 2024-08-15
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 08/15/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.153 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.272 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.28 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL
Test was verified on 8/15/2024 ✔