Summary for Test 2022-06-16-41-1
Test performed: AASHTO T315-20Project Information
Project Identifiers | Project ID: 993955 DEA: 032J7304 EFIS: 0322000094 |
---|---|
DIST-CO-RTE-PM | 03-ED-50,89-63.8/71.0, 6.0/8.0 |
Award Date | 09/21/2021 |
Closeout Date | Not set |
Work Description | Hazard tree/debris removal; rockfall mitigation; replace/clean culverts, catch basins, ditches, debris racks; replace guardrail, pavement, delineation, cannon line; traffic control; erosion control; incidental work. |
Location Description | Not set |
QA Service Level | 1 (Verified on 06/27/2022) |
Sample Information
Sample Taken Date | 06/16/2022 | Sample Unique Key | 41 |
---|---|---|---|
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 | 07/01/2022 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-28 Binder |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
Title of sampler | MATLS | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | 854947 | Structure unique identifier | |
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | PNAC LLC - Fernley NV | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2022-06-16-41
DIME Test ID: 2022-06-16-41-1
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: 2022-07-12
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/07/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.150 kPa
Phase Angle (δ) (for the 10 cycles): 82.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.252 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.26 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/12/2022 ✔