Summary for Test 2020-10-09-9-7
Test performed: AASHTO T315-16Project Information
| Project Identifiers | Project ID: 214388 DEA: 051F6804 EFIS: 0514000046 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-39.8/74.6 |
| Award Date | 11/05/2019 |
| Closeout Date | 08/17/2022 |
| Work Description | RHMA OVERLAY ON EXISTING ROADWAY AND REPLACE GUARDRAIL. |
| Location Description | MONTEREY COUNTY FROM TORRE CANYON BRIDGE NEAR BIG SUR TO SAN LUIS AVENUE IN CARMEL |
| QA Service Level | 1 (Verified on 09/06/2019) |
Sample Information
| Sample Taken Date | 10/09/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/13/2020 |
| Sample type | Acceptance | A brief description of the sample | Asphalt Binder Sample #1 Test |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | D | Last name of sampler or witnessed by | Lemon |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | San Joaquin Refinery | Transportation Laboratory (TL) Number | 972762 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-10 |
|---|---|---|---|
| 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 |
Test Details
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DIME Sample ID: 2020-10-09-9
DIME Test ID: 2020-10-09-9-7
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: 2020-10-16
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/14/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.138 kPa
Phase Angle (δ) (for the 10 cycles): 89.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.150 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.15 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications
Test was verified on 10/16/2020 ✔