Summary for Test 2022-01-06-26-4
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 993236 DEA: 051K0504 EFIS: 0518000114 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-55.7/55.9 |
| Award Date | 10/14/2021 |
| Closeout Date | 09/02/2022 |
| Work Description | CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE. |
| Location Description | MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/06/2021) |
Sample Information
| Sample Taken Date | 01/06/2022 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/06/2022 | Sample type | Verification |
| A brief description of the sample | 3/8" x #8 Aggregate, Fine Aggregate | The quantity of what the sample constitutes | 4.00 CY |
| From where was the sample collected | Other | First name of sampler or witnessed by | W. |
| Last name of sampler or witnessed by | Rider | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 0106220700 | |
| Linked DIME Sample ID | 2022-01-06-25 | The fabricator/manufacturer/facility name | A.R. Wilson, Aromas |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 27-44E0020 | Structure name | Little Sur Retaining Wall |
| Bid Item | Not set |
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 | CIDH Wet Hole PCC | The fabricator/manufacturer designation for the sample | 492 |
| The plant number | A detailed description of where the material sample was collected | From the belt preceding the weigh hopper | |
| Where the material sample would have been placed if not sampled | CIDH piles | Primary Aggregate Nominal Size | 3/8 inch |
| The concrete mix design number | M853P50S | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2022-01-06-26
DIME Test ID: 2022-01-06-26-4
Testing Lab: CT D05 - Prunedale Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-02-14
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: F. Ortega
Date of test: 01/05/2022
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 4.9
Sand reading (test 1): 4.1
Sand equivalent (test 1): 84
Sand equivalent before temperature correction: 84
Sand equivalent after temperature correction: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2022 ✔