Summary for Test 2024-07-26-21-1
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993715 DEA: 010G1404 EFIS: 0116000129 |
---|---|
DIST-CO-RTE-PM | 01-HUM-96,169-VAR |
Award Date | 11/16/2022 |
Closeout Date | Not set |
Work Description | HUM 96-169 5 Bridges Rail Upgrade (Do not include in project name: STRUCTURAL STEEL, CONCRETE BARRIER, POLYESTER CONCRETE OVERLAY) |
Location Description | HUMBOLDT COUNTY ON ROUTES 96 AND 169 AT VARIOUS LOCATIONS (Bridge Nos. 04-0215, 04-0059, 04-0063, 04-0225, 04-0061) |
QA Service Level | 1 (Verified on 04/19/2022) |
Sample Information
Sample Taken Date | 07/26/2024 | Sample Unique Key | 21 |
---|---|---|---|
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 | 07/30/2024 |
Sample type | Acceptance | A brief description of the sample | 1 can PG 64-16 binder |
The quantity of what the sample constitutes | 1 can binder | From where was the sample collected | Source |
First name of sampler or witnessed by | Kyle | Last name of sampler or witnessed by | Cook |
Title of sampler | Material Tester | Telephone number of sampler | |
Laboratory sample identification | 24-134 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Mercer Fraser Willow Crk | Transportation Laboratory (TL) Number | 24-134 |
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 | Valero Marketing & Supply - Benicia CA | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2024-07-26-21
DIME Test ID: 2024-07-26-21-1
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: 2024-07-31
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 07/31/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.143 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.184 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.19 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/31/2024 ✔