Summary for Test 2024-11-21-29-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000209 DEA: 07352304 EFIS: 0718000220 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-R60.0/R75.0 |
| Award Date | 06/03/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE SYSTEMS, INSTALL GSRD, AND REPLACE SAND SHED. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR CASTAIC FROM 0.5 MILE NORTH OF LAKE HUGHES ROAD TO 0.5 MILE NORTH OF VISTA DEL LAGO ROAD |
| QA Service Level | 1 (Verified on 04/22/2024) |
Sample Information
| Sample Taken Date | 11/21/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/21/2024 | Sample type | Acceptance |
| A brief description of the sample | Castaic Sand Shed Building Foundation | The quantity of what the sample constitutes | 390 sy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Caesar |
| Last name of sampler or witnessed by | Ramirez | Title of sampler | Transportation Engineer Civil |
| Telephone number of sampler | (818) 974-8391 | Laboratory sample identification | 24-3634 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Contractor | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Castaic Sand Shed Building Foundation | |
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Job Site | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-11-21-29
DIME Test ID: 2024-11-21-29-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Test Release Date: 2024-11-25
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 11/25/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 3
Depth: 5"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2163 g/cc
Count or Density 1: 2.2 g/cc
Count or Density 2: 2.18 g/cc
Count or Density 3: 2.07 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 0.28 g/cc
Moisture Count 2: 0.3 g/cc
Moisture Count 3: 0.26 g/cc
Sum of Count or Density: 6.45 g/cc
Average of Count or Density: 2.15 g/cc
Sum of Moisture Count: 0.84 g/cc
Average of Moisture Count: 0.28 g/cc
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/25/2024 ✔