Summary for Test 2025-01-09-57-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000580 DEA: 071XW104 EFIS: 0723000028 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | VENTURA COUNTY IN CITY OF FILLMORE VEN-126REPLACE/CONSTRUCT THE FILLMORE MAINTENANCESTATION DAMAGED BY HIGH WINDS DIR\\'S EMERGENCY |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/09/2024) |
Sample Information
| Sample Taken Date | 01/09/2025 | Sample Unique Key | 57 |
|---|---|---|---|
| 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 | 01/09/2025 |
| Sample type | Acceptance | A brief description of the sample | Building project of Caltrans Maintenance Station |
| The quantity of what the sample constitutes | 361 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 | 25-0115 | 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 | Building project of Caltrans Maintenance Station | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
|---|---|---|---|
| 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: 2025-01-09-57
DIME Test ID: 2025-01-09-57-1
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: 2025-02-14
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: 01/09/2025
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 10
Depth: 5"
Material No.: Native
Material Type: Structural Backfill
Impact By: Caesar Ramirez
Standard Count Density: 2151 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.12 g/cc
Count or Density 3: 2.09 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 0.09 g/cc
Moisture Count 2: 0.08 g/cc
Moisture Count 3: 0.08 g/cc
Sum of Count or Density: 6.36 g/cc
Average of Count or Density: 2.12 g/cc
Sum of Moisture Count: 0.25 g/cc
Average of Moisture Count: 0.08 g/cc
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Notified inspector Aziz Maghsoudloo of result
Test was verified on 2/14/2025 ✔