Summary for Test 2024-08-28-55-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994369 DEA: 042K6404 EFIS: 0416000480 |
|---|---|
| DIST-CO-RTE-PM | 04-SM-84-6.0 |
| Award Date | 07/14/2023 |
| Closeout Date | 02/26/2025 |
| Work Description | CONSTRUCT SOLDIER PILE WALL. |
| Location Description | SAN MATEO COUNTY NEAR LA HONDA 0.2 MILE WEST OF SAN GREGORIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/05/2023) |
Sample Information
| Sample Taken Date | 08/28/2024 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Agg Base Class 2 | The quantity of what the sample constitutes | 17.5 cu yd |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jose |
| Last name of sampler or witnessed by | Amparan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | HW-082324-RCAB2 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Wilson Aromas Quarry | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | A Line 14+78 to 16+67 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-08-28-55
DIME Test ID: 2024-08-28-55-1
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-09-04
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Jose Leon Amparan
Date of test: 08/28/2024
In-place wet density: 2.28
Highest adjust wet density: 2.28
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 100
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2024 ✔