Summary for Test 2022-11-23-17-2
Test performed: ASTM D2419-09Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 11/23/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 11/23/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Washed Concrete Sand |
| The quantity of what the sample constitutes | 100 CY | 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 | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Robertson Ready Mix Concrete-Pomona | Transportation Laboratory (TL) Number | C006636 |
| 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) | 91-36-0072 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | LCB Mix | The fabricator/manufacturer designation for the sample | Mix SC270N31 |
| The plant number | 5 | A detailed description of where the material sample was collected | Belt Cut at Plant |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | fine | |
| The concrete mix design number | SC270N31 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-11-23-17
DIME Test ID: 2022-11-23-17-2
Testing Lab: CT D07 - Plant Services
Test Method: ASTM D2419-09: Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate
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: 11/30/2022
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4.2
Clay Level (Test 2): 5
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.2
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 84
Sand Equivalent (Test 3): 85
Sand Equivalent: 85
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/22/2022 ✔