Summary for Test 2019-07-22-17-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 214013 DEA: 120R2804 EFIS: 1218000075 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA,LA-39-17.4/19.1 |
| Award Date | 05/01/2019 |
| Closeout Date | 03/27/2020 |
| Work Description | COLD PLANE AC AND PLACE RHMA-G. |
| Location Description | ORANGE AND LOS ANGELES COUNTIES IN LA MIRADA AND LA HABRA FROM ROSECRANS AVENUE TO WESTRIDGE PLAZA NORTH |
| QA Service Level | 1 (Verified on 05/31/2019) |
Sample Information
| Sample Taken Date | 07/22/2019 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 07/29/2019 |
| Sample type | Verification | A brief description of the sample | 1/2 RHMA-G-SP |
| The quantity of what the sample constitutes | PSE 3 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | Pham |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0443G-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hanson Aggregates, Mayhew Aggregates | 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) | 91-33-0035, 91-33-0039 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 50R003ARSPO |
| The plant number | Unknown | A detailed description of where the material sample was collected | Belt Cut at RJ Noble Orange Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-07-22-17
DIME Test ID: 2019-07-22-17-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
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: 2019-08-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Danilo Ferrer
Date of test: 07/30/2019
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.4
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.5
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 64
Sand Equivalent: 64
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/22/2019 ✔