Summary for Test 2024-06-18-92-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994820 DEA: 060V1104 EFIS: 0616000208 |
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DIST-CO-RTE-PM | 06-FRE,KIN-5,41,198-Var |
Award Date | 08/31/2023 |
Closeout Date | Not set |
Work Description | STRATFORD KINGS RIVER BRIDGE REPLACEMENT. |
Location Description | FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 09/20/2023) |
Sample Information
Sample Taken Date | 06/18/2024 | Sample Unique Key | 92 |
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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 | 06/18/2024 |
Sample type | Acceptance | A brief description of the sample | Native Material for Backfill |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | Chaney |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CMC | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | STA 205 + 15 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-06-18-92
DIME Test ID: 2024-06-18-92-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-06-24
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/18/2024
In-place wet density: 2.04
Highest adjust wet density: 2.15
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2024 ✔