Summary for Test 2021-05-10-24-4
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 215183 DEA: 101C1704 EFIS: 1014000144 |
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DIST-CO-RTE-PM | 10-MER-99-R12.7/17.8 |
Award Date | 01/22/2021 |
Closeout Date | Not set |
Work Description | RECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP. |
Location Description | MERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING. |
QA Service Level | 1 (Verified on 10/20/2020) |
Sample Information
Sample Taken Date | 05/10/2021 | Sample Unique Key | 24 |
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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 | 05/21/2021 |
Sample type | Acceptance | A brief description of the sample | PG64-10 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Kort |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Teichert - Santa Fe Winton | Transportation Laboratory (TL) Number | c034719 |
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 | 1 |
Sublot number | 1 | Tank number | |
Time of sample | HMA Supplier | Teichert - Santa Fe Winton | |
Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Not set | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-05-10-24
DIME Test ID: 2021-05-10-24-4
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: 2021-05-27
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/27/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.985 kPa
Phase Angle (δ) (for the 10 cycles): 52.3 degree
Complex Modulus (G*) (for the 10 measurements): 2998.262 kPa
Test Temperature (Specimen 1): 31.0 C
(G*) x sin(δ)=: 2372 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specs PAV
Test was verified on 5/27/2021 ✔