Summary for Test 2021-09-26-4-5
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215615 DEA: 101L2304 EFIS: 1020000163 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4-5.4/13.4 |
| Award Date | 05/05/2021 |
| Closeout Date | 01/31/2022 |
| Work Description | COLD PLANE ASPHALT CONCRETE PAVEMENT AND RESURFACE WITH HMA AND RHMA. |
| Location Description | SAN JOAQUIN COUNTY NEAR STOCKTON FROM 1 MILE EAST OF MIDDLE RIVER BRIDGE TO 0.1 MILE WEST OF JOHN TURK ROAD |
| QA Service Level | 1 (Verified on 04/21/2021) |
Sample Information
| Sample Taken Date | 09/26/2021 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 10/07/2021 |
| Sample type | Acceptance | A brief description of the sample | 64-28M |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Kort |
| Title of sampler | Inspector | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Clements Plant | Transportation Laboratory (TL) Number | 21H4AC-JK |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | 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
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DIME Sample ID: 2021-09-26-4
DIME Test ID: 2021-09-26-4-5
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: 2021-10-22
Test Results
Phase: RTFO residue two specimens
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/19/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.410 kPa
Phase Angle (δ) (for the 10 cycles): 67.3 degree
Complex Modulus (G*) (for the 10 measurements): 4.099 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 4.44 kPa
Stress Amplitude 2: 0.219 kPa
Phase Angle 2 (δ) (for the 10 cycles): 69.8 degree
Complex Modulus 2 (G*) (for the 10 measurements) : 2.190 kPa
Test Temperature (Specimen 2): no data
Dynamic Shear 2, G*/sin(δ): 2.33 kPa
Delta at 2.2 kpa: 70.0 degree
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications
Test was verified on 10/22/2021 ✔