Summary for Test 2022-04-29-18-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
| Award Date | 04/03/2020 |
| Closeout Date | 06/06/2024 |
| Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
| Sample Taken Date | 04/29/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/29/2022 | Sample type | Department Acceptance |
| A brief description of the sample | Soils for Subgrade | The quantity of what the sample constitutes | 74CY |
| 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 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Flatiron | |
| 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 | sugrade |
|---|---|---|---|
| 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: 2022-04-29-18
DIME Test ID: 2022-04-29-18-2
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: 2022-05-01
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: 04/29/2022
Gage No.: 31105
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: 2241 g/cc
Count or Density 1: 2.2 g/cc
Count or Density 2: 2.18 g/cc
Count or Density 3: 2.15 g/cc
Standard Count Moisture: 593 g/cc
Moisture Count 1: 0.22 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.22 g/cc
Sum of Count or Density: 6.53 g/cc
Average of Count or Density: 2.18 g/cc
Sum of Moisture Count: 0.66 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2022 ✔