Summary for Test 2021-04-09-9-6
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 | 04/09/2021 | Sample Unique Key | 9 |
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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 | 04/12/2021 |
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 | Source |
First name of sampler or witnessed by | G | Last name of sampler or witnessed by | Ditt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Sanger | Transportation Laboratory (TL) Number | 039605 |
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 | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | San Joaquin Refinery - Bakersfield CA | Multigrade | Not set |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-04-09-9
DIME Test ID: 2021-04-09-9-6
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: 2021-04-16
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 04/14/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 62.757 kPa
Phase Angle (δ) (for the 10 cycles): 62.9 degree
Complex Modulus (G*) (for the 10 measurements): 6275.764 kPa
Test Temperature (Specimen 1): 34.0 C
(G*) x sin(δ)=: 5587 kPa
General comments (publicly viewable) (Max 1000 characters): PAV PER 2018 STD SPECS
Test was verified on 4/16/2021 ✔