Summary for Test 2024-12-11-55-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995106 DEA: 072XA604 EFIS: 0723000080 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2-65.2/66.4, 65.2/66.40000000000001 |
| Award Date | 12/16/2022 |
| Closeout Date | 09/25/2025 |
| Work Description | Repair/reconstruct side slope at the erosion gullies, earthen berms along the shoulder, reconstruct existing MGS, place erosion control on the reconstructed side slopes |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/30/2023) |
Sample Information
| Sample Taken Date | 12/11/2024 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/11/2024 | Sample type | Acceptance |
| A brief description of the sample | 07-LA/Route 02 PM 65.3 | The quantity of what the sample constitutes | 556 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 | 24-3806 |
| 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 | 07-LA/Route 02 PM 65.3 | |
| 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: 2024-12-11-55
DIME Test ID: 2024-12-11-55-1
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: 2025-01-29
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: 12/11/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 7
Depth: 11"
Material No.: Local Materials
Material Type: Structural Backfill
Impact By: Caesar Ramirez
Standard Count Density: 2161 g/cc
Count or Density 1: 2.31 g/cc
Count or Density 2: 2.34 g/cc
Count or Density 3: 2.27 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 0.09 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 6.92 g/cc
Average of Count or Density: 2.31 g/cc
Sum of Moisture Count: 0.4 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Notified inspector Michael Maksimos of result
Test was verified on 1/29/2025 ✔