Summary for Test 2020-04-01-5-3
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 | 04/01/2020 | Sample Unique Key | 5 |
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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 | 04/01/2020 |
Sample type | Verification | A brief description of the sample | 1/2" aggregate for RHMA-G JMF |
The quantity of what the sample constitutes | 1/2" Combined Aggregate | From where was the sample collected | Source |
First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Gamboa |
Title of sampler | MREA | Telephone number of sampler | 2094977814 |
Laboratory sample identification | 20-JMF-0041 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials | Transportation Laboratory (TL) Number | 032251 |
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) | 91-01-0010::CALMAT/PLEASANTON |
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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 | Belt | |
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: 2020-04-01-5
DIME Test ID: 2020-04-01-5-3
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: 2020-04-13
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 04/09/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4
Clay Level (Test 2): 5.2
Sand Level (Test 2): 4.1
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 72
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/13/2020 ✔