Summary for Test 2022-03-03-37-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
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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 | 03/03/2022 | Sample Unique Key | 37 |
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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 | 04/08/2022 |
Sample type | Verification | A brief description of the sample | Aggregate |
The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Erika | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 22-JMFPP-0065 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company | 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) | 91-34-0060 |
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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 | Coldfeed | |
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: 2022-03-03-37
DIME Test ID: 2022-03-03-37-5
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: 2022-04-14
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Ryan Kester
Date of test: 04/13/2022
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4.7
Clay Level (Test 3): 4.9
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 88
Sand Equivalent (Test 2): 89
Sand Equivalent (Test 3): 88
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2022 ✔