Summary for Test 2023-05-13-2-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215100 DEA: 071XP904 EFIS: 0720000158 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-118-R5.75, R5.75/R5.75, 5.75/5.75 |
| Award Date | 07/30/2020 |
| Closeout Date | 10/02/2023 |
| Work Description | REPAIR FAILED DRAINAGE SYSTEM ON LA COUNTY W/B LA-118 RESEDA BLVD |
| Location Description | W/B LA-118 RESEDA BLVD |
| QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
| Sample Taken Date | 05/13/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 270 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 | 23-0622 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ornelas 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 | embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from varioyus locations at embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-13-2
DIME Test ID: 2023-05-13-2-2
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: 2023-05-14
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: 05/13/2023
Gage No.: 60247
Test No.: 2
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 7
Depth: 12 Inches
Material No.: on site
Material Type: embankment
Impact By: jacinto villanueva
Standard Count Density: 2.02 g/cc
Count or Density 1: 2.05 g/cc
Count or Density 2: 1.99 g/cc
Count or Density 3: 2.021 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.25 g/cc
Moisture Count 2: 0.25 g/cc
Moisture Count 3: 0.25 g/cc
Sum of Count or Density: 6.06 g/cc
Average of Count or Density: 2.02 g/cc
Sum of Moisture Count: 0.75 g/cc
Average of Moisture Count: 0.25 g/cc
Calculated Percent Relative Compaction: 92.2 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/14/2023 ✔