Summary for Test 2023-05-11-57-2
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 994209 DEA: 010E7904 EFIS: 0115000021 |
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DIST-CO-RTE-PM | 01-HUM-254-4.2/4.2 |
Award Date | 12/13/2022 |
Closeout Date | Not set |
Work Description | Project Name: Fish Creek Bridge (Bridge No. 04-0317) |
Location Description | HUMBOLDT COUNTY NEAR PHILLIPSVILLE AT 3.3 MILES NORTH OF OHMAN CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/09/2022) |
Sample Information
Sample Taken Date | 05/11/2023 | Sample Unique Key | 57 |
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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 | 05/16/2023 |
Sample type | Department Acceptance | A brief description of the sample | PG 64-16 |
The quantity of what the sample constitutes | 1 of 1 can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Bryan | Last name of sampler or witnessed by | Sanderson |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | PLANT A | Transportation Laboratory (TL) Number | c 971840 |
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 | 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: 2023-05-11-57
DIME Test ID: 2023-05-11-57-2
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: 2023-05-22
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/17/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.162 kPa
Phase Angle (δ) (for the 10 cycles): 85.8 degree
Complex Modulus (G*) (for the 10 measurements): 1.350 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.35 kPa
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2023 ✔