Summary for Test 2022-08-22-57-1
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 993572 DEA: 061C5004 EFIS: 0621000172 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-145-17.5/25.5 |
| Award Date | 04/21/2022 |
| Closeout Date | 04/24/2023 |
| Work Description | RHMA AND HMA PAVING, MODIFY SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.9 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO ROUTE 41 |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 08/22/2022 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 08/24/2022 |
| Sample type | Acceptance | A brief description of the sample | PG64-16 virgin |
| The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
| First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Litt |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refining Co Inc | Transportation Laboratory (TL) Number | 026889 |
| 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 | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-08-22-57
DIME Test ID: 2022-08-22-57-1
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: 2022-09-09
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/02/2022
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.170 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.421 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.42 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 9/9/2022 ✔