Summary for Test 2021-04-14-15-3
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 |
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DIST-CO-RTE-PM | 06-TUL-201,216-12.5,21.2,18.7 |
Award Date | 11/29/2018 |
Closeout Date | 11/29/2021 |
Work Description | BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS. |
Location Description | TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 04/14/2021 | Sample Unique Key | 15 |
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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 | 04/20/2021 |
Sample type | Department Acceptance | A brief description of the sample | Asphalt Binder |
The quantity of what the sample constitutes | 1 of 1 Can | From where was the sample collected | Other |
First name of sampler or witnessed by | Brandon | Last name of sampler or witnessed by | Not Provided |
Title of sampler | Vulcan Tech | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Fresno | Transportation Laboratory (TL) Number | 816157 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 70-10 |
---|---|---|---|
Modified | No | Lot number | 3 |
Sublot number | 2 | Tank number | |
Time of sample | HMA Supplier | Vulcan Materials | |
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-14-15
DIME Test ID: 2021-04-14-15-3
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: 2021-04-29
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/21/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.144 kPa
Phase Angle (δ) (for the 10 cycles): 89.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.198 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.20 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Std Specs ORIG
Test was verified on 4/29/2021 ✔