Summary for Test 2025-02-11-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995206 DEA: 07354804 EFIS: 0718000356 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5808- |
| Award Date | 04/03/2024 |
| Closeout Date | Not set |
| Work Description | BUILDING WORK. |
| Location Description | LOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE |
| QA Service Level | 1 (Verified on 12/08/2023) |
Sample Information
| Sample Taken Date | 02/11/2025 | 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 | 02/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 390 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Edmond | Last name of sampler or witnessed by | Jabbour |
| Title of sampler | Materials Tester | Telephone number of sampler | 9092398226 |
| Laboratory sample identification | 25-0548 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Materials Tester | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Cal Trans Maintenance Building 5650 Selmaraine Dr, Culver City, CA, 90230 Under the Bridge | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Native | The fabricator/manufacturer designation for the sample | Compaction testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-02-11-18
DIME Test ID: 2025-02-11-18-1
Testing Lab: Alta Vista Solutions - Whittier
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: Edmond Jabbour
Date of test: 02/11/2025
Gage No.: 6901
Test No.: 1
Nuclear By: Edmond Jabbour
Non-Bias Plan No.: 1
Depth: 5"
Material No.: Subgrade-Native
Material Type: Native
Impact By: Edmond Jabbour
Standard Count Density: 8524 g/cc
Count or Density 1: 13860 g/cc
Count or Density 2: 14052 g/cc
Count or Density 3: 14296 g/cc
Standard Count Moisture: 17926 g/cc
Moisture Count 1: 6320 g/cc
Moisture Count 2: 6504 g/cc
Moisture Count 3: 6120 g/cc
Sum of Count or Density: 42208 g/cc
Average of Count or Density: 14069.33 g/cc
Sum of Moisture Count: 18944 g/cc
Average of Moisture Count: 6314.67 g/cc
Calculated Percent Relative Compaction: 95.3 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2025 ✔