Summary for Test 2023-03-30-36-4
Test performed: CTM 227-December 2014Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/27/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 03/30/2023 | Sample Unique Key | 36 |
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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 | 03/31/2023 |
Sample type | Quality Assurance | A brief description of the sample | concrete aggregates |
The quantity of what the sample constitutes | 300 cy | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Don Chaplin | 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) | Granite Aromas |
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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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | G67534SA | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-30-36
DIME Test ID: 2023-03-30-36-4
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-04-04
Test Results
Describe the gradation of the aggregate or the test method:: All aggregate is the same size
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/03/2023
Top sediment column reading (single primary size): 0.7 in
Cleanness value (single primary size): 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2023 ✔