Summary for Test 2023-05-02-43-1
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 993318 DEA: 11423704 EFIS: 1116000059 |
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DIST-CO-RTE-PM | 11-SD-8-R31.8/R41.7 |
Award Date | 04/01/2022 |
Closeout Date | Not set |
Work Description | PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM. |
Location Description | SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/27/2021) |
Sample Information
Sample Taken Date | 05/02/2023 | Sample Unique Key | 43 |
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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 | 05/02/2023 |
Sample type | Quality Control | A brief description of the sample | structural concrete |
The quantity of what the sample constitutes | 90 C.Y. | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | White |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Wemco Granite Batch Plant | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Approach Slab at Las Bancas |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-37-0035 |
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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 | Batch plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1 inch | |
The concrete mix design number | G3-22-STRC-294 | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-02-43
DIME Test ID: 2023-05-02-43-1
Testing Lab: Sequoia Consultants
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-05-05
Test Results
Number of tests: 2
Input Type: Calculated
Tester's full name: Larry Fukushima
Date of test: 05/04/2023
Temperature correction: 0
Temperature of solution: 70
Clay reading (test 1): 5.6
Sand reading (test 1): 4.4
Clay reading (test 2): 5.5
Sand reading (test 2): 4.3
Sand equivalent (test 1): 79
Sand equivalent (test 2): 79
Sand equivalent before temperature correction: 79
Sand equivalent after temperature correction: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/5/2023 ✔