Summary for Test 2021-06-02-21-2
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 215127 DEA: 024G5304 EFIS: 0214000023 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS,SHA,TEH-5,32,36,44,299-VAR |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | DITCH EXCAVATION, DEVELOP TEMP CREEK DIVERSION SYSTEM, AND PLACE RSP. DISTRICT WIDE SCOUR COUNTER-MEASURES. |
| Location Description | LASSEN, SHASTA, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/26/2020) |
Sample Information
| Sample Taken Date | 06/02/2021 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 06/03/2021 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Coarse Aggregate |
| The quantity of what the sample constitutes | Undeclared | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D78825 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | JF Shea Construction - Aggregate Products - Redding, CA | Transportation Laboratory (TL) Number | 853344 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA or name of Pit) | 91-45-0019 |
|---|---|---|---|
| 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 | Belt at J.F. Shea Aggregate Products |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 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: 2021-06-02-21
DIME Test ID: 2021-06-02-21-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2021-06-25
Test Results
How many revolutions are required?: Both Tests
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 06/08/2021
Grading: C
Mass of sample: 5015 grams
Mass retained No. 4 sieve (100 Rev Test): 0 grams
Mass retained No. 12 sieve (100 Rev Test): 4828 grams
Mass retained No. 4 sieve (500 Rev Test): 0 grams
Mass retained No. 12 sieve (500 Rev Test): 4165 grams
Percent wear (100 Rev Test): 4 %
Percent wear (500 Rev Test): 17 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2021 ✔