Summary for Test 2024-06-06-17-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995157 DEA: 07353904 EFIS: 0718000307 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-17.6 |
| Award Date | 12/04/2023 |
| Closeout Date | Not set |
| Work Description | SEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE. |
| Location Description | LOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION |
| QA Service Level | 1 (Verified on 09/18/2023) |
Sample Information
| Sample Taken Date | 06/06/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 06/06/2024 |
| Sample type | Acceptance | A brief description of the sample | NB Hawthorne blvd @ subgrade for A1-6 |
| The quantity of what the sample constitutes | 67 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sopheak | Last name of sampler or witnessed by | Chong |
| Title of sampler | TEC | Telephone number of sampler | 2138170174 |
| Laboratory sample identification | 24-1386 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | NB Hawthorne blvd @ subgrade for A1-6 |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | various location sugrade | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Jobsite |
Test Details
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DIME Sample ID: 2024-06-06-17
DIME Test ID: 2024-06-06-17-1
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: 2024-08-13
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 06/06/2024
Gage No.: 60137
Test No.: 1
Nuclear By: Sopheak Chong
Non-Bias Plan No.: 10
Depth: 6"
Material No.: Native
Material Type: Subgrade
Impact By: Sopheak Chong
Standard Count Density: 2199 g/cc
Count or Density 1: 2.05 g/cc
Count or Density 2: 1.99 g/cc
Count or Density 3: 1.99 g/cc
Standard Count Moisture: 660 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.25 g/cc
Sum of Count or Density: 6.03 g/cc
Average of Count or Density: 2.01 g/cc
Sum of Moisture Count: 0.55 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2024 ✔