Summary for Test 2024-07-23-148-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994582 DEA: 073203U4 EFIS: 0722000071 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-91,605-R16.6/R16.8,R0.0/R10.4 |
| Award Date | 06/20/2023 |
| Closeout Date | Not set |
| Work Description | PLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/12/2023) |
Sample Information
| Sample Taken Date | 07/23/2024 | Sample Unique Key | 148 |
|---|---|---|---|
| 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 | 07/25/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4 RHMA |
| The quantity of what the sample constitutes | 700 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 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA | 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 | 226108M IRW VLO | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-07-23-148
DIME Test ID: 2024-07-23-148-3
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: 2024-11-15
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 07/26/2024
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 73
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/15/2024 ✔