Summary for Test 2023-03-28-8-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993807 DEA: 07353304 EFIS: 0718000272 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-23.1 |
| Award Date | 11/03/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | REPLACE BRIDGE RAILING WITH CONCRETE BARRIER. AND UPGRADE LIGHTING. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT THIRD STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 03/28/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Soil for Subgrade. |
| The quantity of what the sample constitutes | 35 CY | 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 | 8182096574 |
| Laboratory sample identification | 23-0320 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Powell Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | 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 | 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: 2023-03-28-8
DIME Test ID: 2023-03-28-8-2
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: 2023-03-29
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 03/28/2023
Gage No.: 60247
Test No.: 2
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: jacinto villanueva
Standard Count Density: 2131 g/cc
Count or Density 1: 1.87 g/cc
Count or Density 2: 1.89 g/cc
Count or Density 3: 1.93 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 0.26 g/cc
Moisture Count 2: 0.27 g/cc
Moisture Count 3: 0.27 g/cc
Sum of Count or Density: 5.69 g/cc
Average of Count or Density: 1.9 g/cc
Sum of Moisture Count: 0.8 g/cc
Average of Moisture Count: 0.27 g/cc
Calculated Percent Relative Compaction: 87.4 %
Reported Percent Relative Compaction: 87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2023 ✔