Summary for Test 2021-07-01-25-2
Test performed: AASHTO T315-16Project Information
Project Identifiers | Project ID: 215367 DEA: 021J4904 EFIS: 0220000084 |
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DIST-CO-RTE-PM | 02-TEH-32-14.0/20.0 |
Award Date | 02/02/2021 |
Closeout Date | 04/11/2024 |
Work Description | PLACE HOT MIX ASPHALT (TYPE A). |
Location Description | TEHAMA COUNTY ABOUT 28 MILES EAST OF FOREST RANCH FROM 1.1 MILES EAST OF DEER CREEK BRIDGE NO. 08-0068 TO 0.4 MILE WEST OF SLATE CREEK BRIDGE NO. 08-0154 |
QA Service Level | 1 (Verified on 12/24/2020) |
Sample Information
Sample Taken Date | 07/01/2021 | Sample Unique Key | 25 |
---|---|---|---|
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 | 07/13/2021 |
Sample type | Acceptance | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 1 OF 2 CANS | From where was the sample collected | Source |
First name of sampler or witnessed by | R | Last name of sampler or witnessed by | STURGES |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Albina Asphalt - Klamath FAlls, OR | Transportation Laboratory (TL) Number | 996933 |
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 |
---|---|---|---|
Modified | No | 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
DIME Sample ID: 2021-07-01-25
DIME Test ID: 2021-07-01-25-2
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: 2021-07-22
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/16/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.176 kPa
Phase Angle (δ) (for the 10 cycles): 87.2 degree
Complex Modulus (G*) (for the 10 measurements): 1.467 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.47 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG
Test was verified on 7/22/2021 ✔