Summary for Test 2024-03-22-21-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 215420 DEA: 060R2104 EFIS: 0614000058 |
---|---|
DIST-CO-RTE-PM | 06-MAD-41-6.2/9.2 |
Award Date | 01/18/2023 |
Closeout Date | Not set |
Work Description | FOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
Location Description | MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE |
QA Service Level | 1 (Verified on 01/06/2021) |
Sample Information
Sample Taken Date | 03/22/2024 | Sample Unique Key | 21 |
---|---|---|---|
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 | 03/22/2024 |
Sample type | Acceptance | A brief description of the sample | Drainage backfill (native) |
The quantity of what the sample constitutes | 1 Bucket | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Cal Valley Construction | 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 | DS 11 West side ( FG) | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-03-22-21
DIME Test ID: 2024-03-22-21-1
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: 2024-03-25
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 03/22/2024
In-place wet density: 1.94
Highest adjust wet density: 2.15
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2024 ✔