Summary for Test 2021-05-04-30-4
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 214293 DEA: 060S4604 EFIS: 0615000038 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R0.9/R5.0 |
| Award Date | 12/05/2019 |
| Closeout Date | 05/11/2023 |
| Work Description | REPLACE CONCRETE AND ASPHALT PAVEMENT. |
| Location Description | FRESNO COUNTY IN AND NEAR KINGSBURG AND SELMA FROM ROUTE 99/201 SEPARATION TO 0.3 MILE SOUTH OF SECOND STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 05/04/2021 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | PG64-10 | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Mohammad |
| Last name of sampler or witnessed by | sammimi | 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 | c040430 | 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 64-10 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | CMI - Fresno Central | |
| 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: 2021-05-04-30
DIME Test ID: 2021-05-04-30-4
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: 2021-07-13
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/13/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 61.378 kPa
Phase Angle (δ) (for the 10 cycles): 64.4 degree
Complex Modulus (G*) (for the 10 measurements): 6137.373 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 5535 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 7/13/2021 ✔