Summary for Test 2024-07-02-4-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 995260 DEA: 061G0504 EFIS: 0623000195 |
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DIST-CO-RTE-PM | 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0 |
Award Date | 03/29/2023 |
Closeout Date | Not set |
Work Description | Routes 180, 245 Emergency Slip Out Repair |
Location Description | Not set |
QA Service Level | 1 (Verified on 10/20/2023) |
Sample Information
Sample Taken Date | 07/02/2024 | Sample Unique Key | 4 |
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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 | 07/02/2024 |
Sample type | Acceptance | A brief description of the sample | 3/4 coldfeed |
The quantity of what the sample constitutes | 1 bag coldfeed | From where was the sample collected | Source |
First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Sanger | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0010 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | 1 | |
Sublot number | 1 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-07-02-4
DIME Test ID: 2024-07-02-4-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2024-07-03
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 07/02/2024
Clay reading: 5.2
Sand reading: 4.2
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/3/2024 ✔