Summary for Test 2021-07-21-25-6
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215579 DEA: 061A9504 EFIS: 0620000144 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-46;65,65-51.2/57.8;0.8/6.9 |
| Award Date | 04/27/2021 |
| Closeout Date | 03/02/2022 |
| Work Description | COLD PLANE PAVEMENT AND PLACE RHMA (GAP GRADED). |
| Location Description | KERN COUNTY ON ROUTE 46 FROM NORTH JUNCTION ROUTE 43 TO ROUTE 46/99 SEPARATION AND ON ROUTE 65 FROM 0.1 MILE NORTH OF 7TH STANDARD ROAD TO 0.1 MILE NORTH OF MERCED AVENUE. |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 07/21/2021 | Sample Unique Key | 25 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/26/2021 | Sample type | Department Acceptance |
| A brief description of the sample | binder | The quantity of what the sample constitutes | 2 cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | granite |
| Last name of sampler or witnessed by | granite | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | San Joaquin Refinery | |
| Transportation Laboratory (TL) Number | 751550 | 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 | 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 | Not set | |
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2021-07-21-25
DIME Test ID: 2021-07-21-25-6
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: 2021-08-04
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/02/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 36.820 kPa
Phase Angle (δ) (for the 10 cycles): 62.8 degree
Complex Modulus (G*) (for the 10 measurements): 3681.406 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 3274 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV+3C
Test was verified on 8/4/2021 ✔