Summary for Test 2020-09-30-13-5
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-16.5/R21.5 |
| Award Date | 04/22/2020 |
| Closeout Date | 08/23/2021 |
| Work Description | COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY. |
| Location Description | SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/29/2020) |
Sample Information
| Sample Taken Date | 09/30/2020 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/06/2020 | Sample type | Department Acceptance |
| A brief description of the sample | #25 Test, #24(200929E), #26(201001E) No Test | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | SPM |
| Last name of sampler or witnessed by | QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CalPortland Garey Plant | |
| Transportation Laboratory (TL) Number | 200930E | 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 | Not set | |
| Time of sample | Not set | HMA Supplier | Not set |
| Certified Asphalt Supplier | Not set | Multigrade | Not set |
| Multigrade Type | Not set | 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: 2020-09-30-13
DIME Test ID: 2020-09-30-13-5
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: 2020-10-21
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/09/2020
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 50.291 kPa
Phase Angle (δ) (for the 10 cycles): 58.7 degree
Complex Modulus (G*) (for the 10 measurements): 5028.503 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 4297 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications
Test was verified on 10/21/2020 ✔