Summary for Test 2022-10-13-5-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993442 DEA: 07323304 EFIS: 0716000063 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-R28.0/R30.4 |
| Award Date | 02/17/2022 |
| Closeout Date | 09/24/2024 |
| Work Description | INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT. |
| Location Description | LOS ANGLES COUNTY IN POMONA AT VARIOUS LOCATIONS FROM PHILLIPS RANCH ROAD OVERCROSSING TO 0.1 MILE EAST OF RESERVOIR STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 12/16/2021) |
Sample Information
| Sample Taken Date | 10/13/2022 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/13/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Subgrade | The quantity of what the sample constitutes | 1692 SF |
| 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 | 22-2732 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Design Build Eng. | |
| 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: 2022-10-13-5
DIME Test ID: 2022-10-13-5-2
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: 2022-10-13
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: 10/13/2022
Gage No.: 60247
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 3
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: jacinto villanueva
Standard Count Density: 2164 g/cc
Count or Density 1: 1.82 g/cc
Count or Density 2: 1.67 g/cc
Count or Density 3: 1.62 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 0.11 g/cc
Moisture Count 2: 0.08 g/cc
Moisture Count 3: 0.05 g/cc
Sum of Count or Density: 5.11 g/cc
Average of Count or Density: 1.7 g/cc
Sum of Moisture Count: 0.24 g/cc
Average of Moisture Count: 0.08 g/cc
Calculated Percent Relative Compaction: 87.4 %
Reported Percent Relative Compaction: 87 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/13/2022 ✔