Summary for Test 2022-08-08-26-2
Test performed: CTM 211-May 2010Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
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DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 08/08/2022 | Sample Unique Key | 26 |
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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 | 08/09/2022 |
Sample type | Acceptance | A brief description of the sample | 2 bags of 1-inch x No. 4 Coarse PCC Aggregate |
The quantity of what the sample constitutes | . | From where was the sample collected | Source |
First name of sampler or witnessed by | Danny | Last name of sampler or witnessed by | Hansen |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79120A | Linked DIME Sample ID | 2022-08-08-27 |
The fabricator/manufacturer/facility name | Moore's Sand and Gravel | Transportation Laboratory (TL) Number | 891185 |
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) | 91-47-0014::Moores Gravel |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | A detailed description of where the material sample was collected | Stockpile | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-08-08-26
DIME Test ID: 2022-08-08-26-2
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: 2022-08-12
Test Results
How many revolutions are required?: Both Tests
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 08/10/2022
Grading: B
Mass of sample: 4999 grams
Mass retained No. 4 sieve (100 Rev Test): no data grams
Mass retained No. 12 sieve (100 Rev Test): 4772 grams
Mass retained No. 4 sieve (500 Rev Test): no data grams
Mass retained No. 12 sieve (500 Rev Test): 4006 grams
Percent wear (100 Rev Test): 5 %
Percent wear (500 Rev Test): 20 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/12/2022 ✔