Summary for Test 2022-03-31-27-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215108 DEA: 07337604 EFIS: 0717000036 |
---|---|
DIST-CO-RTE-PM | 07-LA-14-R28.9/R29.2 |
Award Date | 10/15/2020 |
Closeout Date | 05/04/2023 |
Work Description | REPLACE EXISTING STORM DRAIN, AND CONSTRUCT A COLLECTION SYSTEM. |
Location Description | LOS ANGELES COUNTY IN AND NEAR SANTA CLARITA FROM 0.8 MILE NORTH OF PLACERITA CANYON ROAD UNDERCROSSING TO 0.5 MILE SOUTH OF GOLDEN VALLEY ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
Sample Taken Date | 03/31/2022 | Sample Unique Key | 27 |
---|---|---|---|
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 | 03/31/2022 |
Sample type | Acceptance | A brief description of the sample | 3/4 Asphalt Concrete Aggregate |
The quantity of what the sample constitutes | 400 tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Honesto | Last name of sampler or witnessed by | Castillo |
Title of sampler | MREAS | Telephone number of sampler | 12134537563 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | Transportation Laboratory (TL) Number | C-006565 |
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 | 3/4 HMA-A-R15 | The fabricator/manufacturer designation for the sample | 105793 |
The plant number | Irwindale | A detailed description of where the material sample was collected | HMA Plant Cold Feed |
Where the material sample would have been placed if not sampled | North Bound Route 14 | 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: 2022-03-31-27
DIME Test ID: 2022-03-31-27-2
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: 2022-05-09
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 04/08/2022
Clay Level (Test 1): 5
Sand Level (Test 1): 3.2
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.4
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 65
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2022 ✔