Summary for Test 2021-07-01-19-4
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 215607 DEA: 061C6504 EFIS: 0621000099 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R0.5/M5.9 |
| Award Date | 05/04/2021 |
| Closeout Date | 05/04/2022 |
| Work Description | RESURFACE AC PAVEMENT AND INSTALL MEDIAN TYPE K CONCRETE BARRIER. |
| Location Description | FRESNO COUNTY ABOUT 6 MILES NORTH OF LEMOORE FROM 0.5 MILE NORTH OF EXCELSIOR AVENUE UNDERCROSSING TO 0.2 MILE SOUTH OF ELKHORN AVENUE |
| QA Service Level | 1 (Verified on 03/29/2021) |
Sample Information
| Sample Taken Date | 07/01/2021 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 07/07/2021 |
| Sample type | Department Acceptance | A brief description of the sample | PG64-16 |
| The quantity of what the sample constitutes | 1 can | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Nick | Last name of sampler or witnessed by | N/A |
| Title of sampler | Granite Tech | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite - Coalinga | Transportation Laboratory (TL) Number | c040396 |
| 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 | 1 |
| Sublot number | 15 | Tank number | |
| Time of sample | HMA Supplier | Granite - Coalinga | |
| 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: 2021-07-01-19
DIME Test ID: 2021-07-01-19-4
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: 2021-07-15
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/15/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 70.514 kPa
Phase Angle (δ) (for the 10 cycles): 58.8 degree
Complex Modulus (G*) (for the 10 measurements): 7050.802 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 6031 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 7/15/2021 ✔