Summary for Test 2020-05-29-9-1
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 05/29/2020 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/03/2020 |
| Sample type | Per Request | A brief description of the sample | One Bag of 1" x No. 4 |
| The quantity of what the sample constitutes | Coarse Agg from Two PCC Mix Designs | From where was the sample collected | Other |
| First name of sampler or witnessed by | Don | Last name of sampler or witnessed by | Chapin |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D5 20-C-016 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Don Chapin Salinas | 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) | 91-35-0012::A.R. WILSON QUARRY |
|---|---|---|---|
| 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 | Don Chapin Salinas Plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 1 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: 2020-05-29-9
DIME Test ID: 2020-05-29-9-1
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2020-06-04
Test Results
How many revolutions are required?: 500 Revolution Test
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 06/04/2020
Grading: B
Mass of sample: 5001 grams
Mass retained No. 4 sieve: no data grams
Mass retained No. 12 sieve: 3586 grams
Percent wear: 28 %
General comments (publicly viewable) (Max 1000 characters): 28% loss is below 45% max loss.
Test was verified on 6/4/2020 ✔