Summary for Test 2022-11-29-39-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 211260 DEA: 072159U4 EFIS: 0715000160 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,ORA-5-0.0/1.5, 44.3/44.4 |
| Award Date | 05/27/2016 |
| Closeout Date | 08/01/2023 |
| Work Description | CONSTRUCT HOV LANES AND MIX FLOW LANES. |
| Location Description | LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK |
| QA Service Level | 1 (Verified on 03/16/2016) |
Sample Information
| Sample Taken Date | 11/29/2022 | Sample Unique Key | 39 |
|---|---|---|---|
| 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 | 12/02/2022 |
| Sample type | Acceptance | A brief description of the sample | 3/4 AC Aggregate |
| The quantity of what the sample constitutes | 750 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 | 15626444782 |
| Laboratory sample identification | 8192 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Co. Irwindale | Transportation Laboratory (TL) Number | C006638 |
| 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA Type A | The fabricator/manufacturer designation for the sample | 220817A IRW SJR |
| The plant number | Irwindale | A detailed description of where the material sample was collected | Cold 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 |
Test Details
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DIME Sample ID: 2022-11-29-39
DIME Test ID: 2022-11-29-39-2
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: 2022-12-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A. Toledo
Date of test: 12/09/2022
Clay Level (Test 1): 6.2
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5.8
Sand Level (Test 2): 3.5
Clay Level (Test 3): 6.3
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 59
Sand Equivalent (Test 2): 61
Sand Equivalent (Test 3): 58
Sand Equivalent: 60
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2022 ✔