Summary for Test 2018-08-31-15-4
Test performed: CTM 227-December 2014Project Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
| Award Date | 09/02/2011 |
| Closeout Date | Not set |
| Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
| Location Description | Port of Long Beach (District 7) |
| QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
| Sample Taken Date | 08/31/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 09/07/2018 |
| Sample type | Quality Assurance | A brief description of the sample | 3/8 LW Coarse Aggregate |
| The quantity of what the sample constitutes | 1 bag LW Coarse | From where was the sample collected | Source |
| First name of sampler or witnessed by | Seifu | Last name of sampler or witnessed by | Mersha |
| Title of sampler | TET | Telephone number of sampler | Unknown |
| Laboratory sample identification | 18-0122 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | A A Signal Hill | Transportation Laboratory (TL) Number | C923562 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | not supply |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | A A signal Hill |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | LWSBS5A | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
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: 2018-08-31-15
DIME Test ID: 2018-08-31-15-4
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2018-10-04
Test Results
Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 10/04/2018
Cleanness value (11/2 in. maximum aggregate mix): 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2018 ✔