Summary for Test 2024-09-26-90-3
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 993387 DEA: 07323404 EFIS: 0716000064 |
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DIST-CO-RTE-PM | 07-LA-5-R59.5/R67.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT. |
Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING |
QA Service Level | 1 (Verified on 12/06/2021) |
Sample Information
Sample Taken Date | 09/26/2024 | Sample Unique Key | 90 |
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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 | 10/14/2024 |
Sample type | Acceptance | A brief description of the sample | 3/4 HMA-A |
The quantity of what the sample constitutes | 450 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 | Vulcan Irwindale | 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) | 91-19-0035 |
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The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A R25 | The fabricator/manufacturer designation for the sample | |
The plant number | Irwindale | A detailed description of where the material sample was collected | Belt Discharge |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | 220200M IRW SJR | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2024-09-26-90
DIME Test ID: 2024-09-26-90-3
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: 2024-11-19
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 10/14/2024
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 78
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/19/2024 ✔