Summary for Test 2023-01-30-3-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 01/30/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/02/2023 | Sample type | Verification |
| A brief description of the sample | Aggregate | The quantity of what the sample constitutes | 4 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Erik |
| Last name of sampler or witnessed by | Svensson | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 23-JMFPP-0011 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction | |
| 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) | 91-39-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1073 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | HMA 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 |
Test Details
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DIME Sample ID: 2023-01-30-3
DIME Test ID: 2023-01-30-3-5
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: 2023-02-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 02/14/2023
Clay Level (Test 1): 6.9
Sand Level (Test 1): 3.8
Clay Level (Test 2): 7.3
Sand Level (Test 2): 3.7
Clay Level (Test 3): 7.2
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 56
Sand Equivalent (Test 2): 51
Sand Equivalent (Test 3): 55
Sand Equivalent: 54
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/17/2023 ✔