Summary for Test 2021-07-14-38-2
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 07/14/2021 | Sample Unique Key | 38 |
---|---|---|---|
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 | 08/02/2021 |
Sample type | Department Acceptance | A brief description of the sample | PG64-10 |
The quantity of what the sample constitutes | 2 of 2 can, testing can 2 | From where was the sample collected | Source |
First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Bryant |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | JF Shea - Fawndale | Transportation Laboratory (TL) Number | 875729 |
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 | Lot number | ||
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-14-38
DIME Test ID: 2021-07-14-38-2
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: 2021-08-26
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/15/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.166 kPa
Phase Angle (δ) (for the 10 cycles): 86.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.386 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.39 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications OG
Test was verified on 8/26/2021 ✔