Summary for Test 2024-10-21-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993122 DEA: 07322304 EFIS: 0716000054 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-22.8 |
| Award Date | 10/04/2021 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT AND REPLACE BRIDGE RAILS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/04/2021) |
Sample Information
| Sample Taken Date | 10/21/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 10/21/2024 |
| Sample type | Acceptance | A brief description of the sample | C-30, San Miguel St and CA-27 |
| The quantity of what the sample constitutes | 25 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 | 24-3254 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CA Rasmussen Inc. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | C-30, San Miguel St and CA-27 | 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 | C-30, San Miguel St and CA-27 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-21-18
DIME Test ID: 2024-10-21-18-1
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: 2024-10-22
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: 10/21/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: NA
Depth: 5"
Material No.: Native
Material Type: Subgrade
Impact By: Caesar Ramirez
Standard Count Density: 2155 g/cc
Count or Density 1: 1.57 g/cc
Count or Density 2: 1.71 g/cc
Count or Density 3: 1.72 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.24 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 5 g/cc
Average of Count or Density: 1.67 g/cc
Sum of Moisture Count: 0.53 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 79.5 %
Reported Percent Relative Compaction: 80 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2024 ✔