Summary for Test 2023-09-26-60-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994555 DEA: 032G7504 EFIS: 0322000154 |
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DIST-CO-RTE-PM | 03-GLE-45-7.0/23.2 |
Award Date | 06/01/2023 |
Closeout Date | Not set |
Work Description | FULL AND PARTIAL DEPTH RECYCLING, PLACE RHMA. |
Location Description | GLENN COUNTY NEAR HAMILTON CITY FROM 4.4 MILES SOUTH TO 1.4 MILES NORTH OF BAYLISS BLUE GUM ROAD AND FROM 3.5 MILES SOUTH TO 2.5 MILES NORTH OF STONY CREEK BRIDGE |
QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
Sample Taken Date | 09/26/2023 | Sample Unique Key | 60 |
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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 | 10/14/2023 |
Sample type | Department Acceptance | A brief description of the sample | 1/2 RHMA PG 64-16 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | mikhail |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 803734 |
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 | Pacific Northwest Oil - Stockton CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-26-60
DIME Test ID: 2023-09-26-60-1
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-19
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Humberto Ramirez
Date of test: 10/19/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.136 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.130 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.13 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 10/19/2023 ✔