Summary for Test 2019-07-20-3-6
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
| Award Date | 04/24/2014 |
| Closeout Date | 07/14/2022 |
| Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
| Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
| QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
| Sample Taken Date | 07/20/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 07/24/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 HMA-A-SP R15 |
| The quantity of what the sample constitutes | JMF 7 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan Irwindale | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0438A-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials | 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::FISH CANYON QUARRY |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | 220805A IRW VLO |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
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: 2019-07-20-3
DIME Test ID: 2019-07-20-3-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2019-08-22
Test Results
Number of tests: 3
Input Type: Calculated
Tester's full name: Jose Guzman
Date of test: 08/30/2019
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 6
Sand reading (test 1): 3.6
Clay reading (test 2): 6.6
Sand reading (test 2): 3.6
Clay reading (test 3): 6.4
Sand reading (test 3): 3.5
Sand equivalent (test 1): 60
Sand equivalent (test 2): 55
Sand equivalent (test 3): 55
Sand equivalent before temperature correction: 57
Sand equivalent after temperature correction: 57
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔