Summary for Test 2022-06-25-1-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214671 DEA: 07303904 EFIS: 0714000044 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-31.2/37.2 |
| Award Date | 11/25/2020 |
| Closeout Date | 10/11/2023 |
| Work Description | LANE REPLACEMENT |
| Location Description | LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 01/21/2021) |
Sample Information
| Sample Taken Date | 06/25/2022 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/25/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Native |
| The quantity of what the sample constitutes | 18000 SQFT | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chad | Last name of sampler or witnessed by | Chotibhongs |
| Title of sampler | MREA | Telephone number of sampler | 213-817-0387 |
| Laboratory sample identification | 22-1519 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Security Paving | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-06-25-1
DIME Test ID: 2022-06-25-1-1
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: 2022-06-25
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Chad Chotibhongs
Date of test: 06/25/2022
Gage No.: 60293
Test No.: 1
Nuclear By: Chad Chotibhongs
Non-Bias Plan No.: 1
Depth: 5
Material No.: On-Site
Material Type: Native
Impact By: Chad Chotibhongs
Standard Count Density: 2155 g/cc
Count or Density 1: 1.75 g/cc
Count or Density 2: 1.8 g/cc
Count or Density 3: 1.77 g/cc
Count or Density 4: 1.88 g/cc
Count or Density 5: 1.82 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.07 g/cc
Moisture Count 2: 0.09 g/cc
Moisture Count 3: 0.07 g/cc
Moisture Count 4: 0.11 g/cc
Moisture Count 5: 0.1 g/cc
Sum of Count or Density: 9.02 g/cc
Average of Count or Density: 1.8 g/cc
Sum of Moisture Count: 0.44 g/cc
Average of Moisture Count: 0.09 g/cc
Calculated Percent Relative Compaction: 82.8 %
Reported Percent Relative Compaction: 83 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2022 ✔