Summary for Test 2022-05-21-2-2
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 | 05/21/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 05/21/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Soils for Subgrade |
| The quantity of what the sample constitutes | 2000cy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
| Title of sampler | TEC | Telephone number of sampler | 81820965747 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Security Paving company | 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 | Subgrade |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-21-2
DIME Test ID: 2022-05-21-2-2
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: 2022-05-22
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 05/21/2022
Gage No.: 31105
Test No.: SG-3
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 7
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: Jacinto Villanueva
Standard Count Density: 2233 g/cc
Count or Density 1: 2.1 g/cc
Count or Density 2: 2.23 g/cc
Count or Density 3: 2.11 g/cc
Count or Density 4: 2.34 g/cc
Count or Density 5: 2.19 g/cc
Standard Count Moisture: 589 g/cc
Moisture Count 1: 0.25 g/cc
Moisture Count 2: 0.21 g/cc
Moisture Count 3: 0.18 g/cc
Moisture Count 4: 0.22 g/cc
Moisture Count 5: 0.22 g/cc
Sum of Count or Density: 10.97 g/cc
Average of Count or Density: 2.19 g/cc
Sum of Moisture Count: 1.08 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/22/2022 ✔