Summary for Test 2023-02-15-38-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993490 DEA: 051M4604 EFIS: 0519000154 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-44.5 |
| Award Date | 03/02/2022 |
| Closeout Date | 06/26/2023 |
| Work Description | CONSTRUCT RETAINING WALL, WIDENING SHOULDER AND PLACE HMA. Highway 1 at Coastlands Rd Soldier Pile Wall. |
| Location Description | MONTEREY COUNTY NEAR BIG SUR AT 1.0 MILE SOUTH OF PFEIFFER CANYON BRIDGE |
| QA Service Level | 1 (Verified on 01/19/2022) |
Sample Information
| Sample Taken Date | 02/15/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | PG 64-10 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Other | First name of sampler or witnessed by | Jerrod |
| Last name of sampler or witnessed by | Naval | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2023-02-15-33 | The fabricator/manufacturer/facility name | Graniterock Aromas Drum Plant |
| 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield 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: 2023-02-15-38
DIME Test ID: 2023-02-15-38-1
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: 2023-02-28
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/24/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.169 kPa
Phase Angle (δ) (for the 10 cycles): 89.6 degree
Complex Modulus (G*) (for the 10 measurements): 1.406 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.41 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/28/2023 ✔