Summary for Test 2021-10-30-7-3
Test performed: AASHTO T315-20Project Information
| Project Identifiers | Project ID: 212496 DEA: 024E4504 EFIS: 0200020286 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,MOD-139,299-VAR |
| Award Date | 07/28/2020 |
| Closeout Date | 08/14/2023 |
| Work Description | PLACE HMA, REPLACE DRAINAGE, CULVERT, ELECTRICAL AND LIGHTING SYSTEMS. |
| Location Description | LASSEN AND MODOC COUNTIES ON ROUTE 139 AT 0.1 MILE NORTH OF LASSEN COUNTY LINE AND ON ROUTE 299 AT VARIOUS LOCATONS FROM 0.4 MILE WEST OF BOYD HILL LOOKOUT ROAD TO 0.6 MILE EAST OF COUNTY ROAD 87 |
| QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
| Sample Taken Date | 10/30/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 12/02/2021 |
| Sample type | Department Acceptance | A brief description of the sample | Modified Binder |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KLAMATH FALLS, OR | Transportation Laboratory (TL) Number | 848975 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls Plant - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-10-30-7
DIME Test ID: 2021-10-30-7-3
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: 2021-12-10
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 12/10/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 41.791 kPa
Phase Angle (δ) (for the 10 cycles): 44.2 degree
Complex Modulus (G*) (for the 10 measurements): 4178.545 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2913 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications PAV
Test was verified on 12/10/2021 ✔