Summary for Test 2022-06-16-35-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 993603 DEA: 051N7004 EFIS: 0521000081 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-166-16.0/21.0 |
| Award Date | 04/22/2022 |
| Closeout Date | 03/28/2023 |
| Work Description | PARTIAL DEPTH RECYCLING AND OVERLAY WITH RHMA (GAP GRADED). |
| Location Description | SAN LUIS OBISPO COUNTY ABOUT 8 MILES EAST OF SANTA MARIA FROM 0.5 MILE WEST OF HUASNA RIVER BRIDGE TO 1.9 MILES WEST OF CUYAMA RIVER BRIDGE. |
| QA Service Level | 1 (Verified on 03/28/2022) |
Sample Information
| Sample Taken Date | 06/16/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Rhma-g w/ LIME PG64-16 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | _ |
| Last name of sampler or witnessed by | Papich | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Sierra Pacific Materials | |
| Transportation Laboratory (TL) Number | 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 | ||
| Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Yes |
| Multigrade Type | PG 64-16 / PG 64-10 | 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: 2022-06-16-35
DIME Test ID: 2022-06-16-35-3
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: 2022-07-06
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/30/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 71.030 kPa
Phase Angle (δ) (for the 10 cycles): 62.2 degree
Complex Modulus (G*) (for the 10 measurements): 7103.076 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 6283 kPa
General comments (publicly viewable) (Max 1000 characters): pav
Test was verified on 7/6/2022 ✔