Summary for Test 2021-11-03-39-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215410 DEA: 060U5204 EFIS: 0616000003 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R14.0/R14.5,15.1/19.6 |
| Award Date | 04/01/2021 |
| Closeout Date | 10/03/2022 |
| Work Description | HMA (TYPE A) AND RHMA (GAP GRADED) RESURFACING. |
| Location Description | MADERA COUNTY IN AND NEAR MADERA FROM 0.2 MILE SOUTH OF AVENUE 17 OVERCROSSING TO 0.3 MILE NORTH OF AVENUE 17 OVERCROSSING AND FROM 1.0 MILE NORTH OF AVENUE 17 OVERCROSSING TO 0.9 MILE NORTH OF AVENUE 20 OVERCROSSING |
| QA Service Level | 1 (Verified on 01/25/2021) |
Sample Information
| Sample Taken Date | 11/03/2021 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 11/17/2021 |
| Sample type | Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 OF 1 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | VULCAN | Last name of sampler or witnessed by | TECH |
| Title of sampler | TECH | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 026982 |
| 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 | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-11-03-39
DIME Test ID: 2021-11-03-39-3
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: 2021-12-03
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 11/29/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.941 kPa
Phase Angle (δ) (for the 10 cycles): 59.4 degree
Complex Modulus (G*) (for the 10 measurements): 5094.156 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4385 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 12/3/2021 ✔