Summary for Test 2018-03-21-13-7
Test performed: ASTM C131-1Project 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 | 03/21/2018 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 03/29/2018 |
| Sample type | Quality Control | A brief description of the sample | Lightweight Aggregate |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Dong |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 18-0046 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Associated Signal Hill | Transportation Laboratory (TL) Number | C914206A |
| 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) | NA |
|---|---|---|---|
| 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 | Stockpile |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-03-21-13
DIME Test ID: 2018-03-21-13-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C131-1: Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine
Test Release Date: 2018-07-02
Test Results
Input Type: Calculated
Tester's full name: Bang Nguyen
Date of test: 07/02/2018
Aggregate Source: Signal Hill
Aggregate Type: 9.5 coarse Hydrolite
Aggregate Maximum Nominal Size: 12.5
Grading designation used?: C
Percent loss by mass due to abrasion and impact: 39 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2018 ✔