Summary for Test 2021-04-28-36-8
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 215163 DEA: 060X3904 EFIS: 0618000061 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-43-0.0/3.2 |
| Award Date | 11/17/2020 |
| Closeout Date | 03/02/2022 |
| Work Description | COLD PLANE PAVEMENT, PLACE HMA, RHMA AND TRAFFIC STRIPING. |
| Location Description | KINGS COUNTY IN AND NEAR CORCORAN FROM TULARE COUNTY LINE TO 0.1 MILE NORTH OF SANTA FE AVENUE |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 04/28/2021 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/10/2021 | Sample type | Department Acceptance |
| A brief description of the sample | PG64-16 | The quantity of what the sample constitutes | 1 of 1 can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Granite |
| Last name of sampler or witnessed by | Tech | 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 | c040426 | 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 | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Granite Coalinga HMA Plant | |
| 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
DIME Sample ID: 2021-04-28-36
DIME Test ID: 2021-04-28-36-8
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-07-13
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/12/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 58.029 kPa
Phase Angle (δ) (for the 10 cycles): 54.6 degree
Complex Modulus (G*) (for the 10 measurements): 5802.114 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 4729 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV 2ND SAMPLE +3
Test was verified on 7/13/2021 ✔
