Summary for Test 2022-05-16-36-3
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214819 DEA: 07288304 EFIS: 0700021024 |
---|---|
DIST-CO-RTE-PM | 07-LA-60,60,164,210-Var |
Award Date | 03/01/2021 |
Closeout Date | 10/02/2023 |
Work Description | STORM WATER MITIGATION |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
Sample Taken Date | 05/16/2022 | Sample Unique Key | 36 |
---|---|---|---|
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 | 05/17/2022 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" RHMA |
The quantity of what the sample constitutes | 60 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
Title of sampler | Telephone number of sampler | 2137924794 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | AAA-Corona | Transportation Laboratory (TL) Number | C0526B1 |
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) | 91-33-0005 |
---|---|---|---|
The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | 106835 | |
The plant number | Corona | A detailed description of where the material sample was collected | belt feed |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-05-16-36
DIME Test ID: 2022-05-16-36-3
Testing Lab: CT D07 - Plant Services
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: 2022-06-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 05/20/2022
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.4
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.5
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 69
Sand Equivalent: 68
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/1/2022 ✔