Summary for Test 2019-06-12-20-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/12/2019 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2020 | Sample type | Aggregate Prequalification Program |
| A brief description of the sample | Fine Aggregate | The quantity of what the sample constitutes | 4 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | w |
| Last name of sampler or witnessed by | Wylie | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 20-0100 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed Inc | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-03-0020::JACKSON VALLEY QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | fine |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-06-12-20
DIME Test ID: 2019-06-12-20-4
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2020-07-15
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 07/01/2020
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5.9
Sand Level (Test 2): 4.3
Clay Level (Test 3): 6
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 72
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/15/2020 ✔