Summary for Test 2022-04-06-4-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214819 DEA: 07288304 EFIS: 0700021024 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60,60,164,210-Var |
| Award Date | 03/01/2021 |
| Closeout Date | 10/02/2023 |
| Work Description | STORM WATER MITIGATION |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/30/2021) |
Sample Information
| Sample Taken Date | 04/06/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/06/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 267 yd2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
| Title of sampler | TEC | Telephone number of sampler | 2137939321 |
| Laboratory sample identification | 22-0700 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | N/A | 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 | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-04-06-4
DIME Test ID: 2022-04-06-4-1
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: 2022-04-07
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Rosauro Nogoy
Date of test: 04/06/2022
Gage No.: 60202
Test No.: 1
Nuclear By: Rosauro Nogoy
Non-Bias Plan No.: 2
Depth: 12 in
Material No.: Imported Material
Material Type: Embankment
Impact By: Rosauro Nogoy
Standard Count Density: 2373 g/cc
Count or Density 1: 2.21 g/cc
Count or Density 2: 2.14 g/cc
Count or Density 3: 2.24 g/cc
Standard Count Moisture: 633 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.15 g/cc
Sum of Count or Density: 6.59 g/cc
Average of Count or Density: 2.2 g/cc
Sum of Moisture Count: 0.41 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔