Summary for Test 2021-07-29-35-4
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 215680 DEA: 010K4804 EFIS: 0120000102 |
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DIST-CO-RTE-PM | 01-LAK-20-0.7/5.2,5.9/8.2 |
Award Date | 06/16/2021 |
Closeout Date | 04/26/2022 |
Work Description | RHMA OVERLAY, COLD PLANE AC PAVEMENT AND PRECOATED AGGREGATE. |
Location Description | LAKE COUNTY NEAR UPPER LAKE FROM 0.1 MILE WEST OF BLUE LAKES ROAD TO 0.4 MILE WEST OF WITTER SPRINGS ROAD AND FROM 0.1 MILE EAST OF BACHELOR CREEK BRIDGE TO 0. 1 MILE WEST OF ROUTE 29 |
QA Service Level | 1 (Verified on 04/28/2021) |
Sample Information
Sample Taken Date | 07/29/2021 | Sample Unique Key | 35 |
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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 | 08/20/2021 |
Sample type | Acceptance | A brief description of the sample | TEST Asphalt Binder |
The quantity of what the sample constitutes | 2 cans | From where was the sample collected | Source |
First name of sampler or witnessed by | Unknown | Last name of sampler or witnessed by | Unknown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Western Emulsions - White City OR | Transportation Laboratory (TL) Number | 000000 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-16 |
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Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Western Emulsions - White City Emulsion Plant - White City OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-07-29-35
DIME Test ID: 2021-07-29-35-4
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: 2021-09-02
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/26/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.808 kPa
Phase Angle (δ) (for the 10 cycles): 45.6 degree
Complex Modulus (G*) (for the 10 measurements): 4179.769 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2986 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 9/2/2021 ✔