Summary for Test 2020-08-18-28-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
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DIST-CO-RTE-PM | 04-SON-- |
Award Date | 08/08/2019 |
Closeout Date | 02/16/2024 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
Sample Taken Date | 08/18/2020 | Sample Unique Key | 28 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/18/2020 |
Sample type | Verification | A brief description of the sample | 1/2HMA A 15rap PG64-16 Valero |
The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | CT Anthony | Last name of sampler or witnessed by | Valdez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bodean Mark West Quarry | 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) | 91-49-0032 |
---|---|---|---|
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 | Stockpile @ Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-18-28
DIME Test ID: 2020-08-18-28-5
Testing Lab: CT D04 - Hayward DME / District 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: 2020-09-02
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/27/2020
Clay Level (Test 1): 6
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.9
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 66
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2020 ✔