Summary for Test 2016-06-22-14-2
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 210829 DEA: 07302904 EFIS: 0713000478 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-C43.9/C46.4 |
| Award Date | 01/13/2016 |
| Closeout Date | 06/25/2019 |
| Work Description | REPLACE CONCRETE SLABS/PAVEMENT. |
| Location Description | IN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2015) |
Sample Information
| Sample Taken Date | 06/22/2016 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 06/23/2016 |
| Sample type | Annual Source Testing | A brief description of the sample | Three eighths inch PCC Aggregates |
| The quantity of what the sample constitutes | Unknown | From where was the sample collected | Source |
| First name of sampler or witnessed by | Alvaro | Last name of sampler or witnessed by | Farnetti |
| Title of sampler | QC Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 6272B | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Granite Construction | Transportation Laboratory (TL) Number | C 6 16 2 |
| 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) | SMARA 91 19 0008 |
|---|---|---|---|
| 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 | Granite Construction Littlerock Stockpiles |
| 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 |
Test Details
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DIME Sample ID: 2016-06-22-14
DIME Test ID: 2016-06-22-14-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2019-10-15
Test Results
How many revolutions are required?: 500 Revolution Test
Input Type: Calculated
Tester's full name: Jose Guzman
Date of test: 07/11/2016
Grading: C
Percent wear: 42 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2019 ✔