Summary for Test 2022-10-04-13-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215456 DEA: 07293604 EFIS: 0713000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-14.3/15.8 |
| Award Date | 05/26/2021 |
| Closeout Date | 07/03/2025 |
| Work Description | CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET |
| QA Service Level | 1 (Verified on 07/07/2021) |
Sample Information
| Sample Taken Date | 10/04/2022 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 10/04/2022 |
| Sample type | Department Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 10020 SF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
| Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
| Laboratory sample identification | 22-2621 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | NA | 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 | Various locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-10-04-13
DIME Test ID: 2022-10-04-13-1
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: 2022-10-04
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 10/04/2022
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 5
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 2340 g/cc
Count or Density 1: 2.13 g/cc
Count or Density 2: 2.05 g/cc
Count or Density 3: 2.05 g/cc
Count or Density 4: 2.08 g/cc
Count or Density 5: 2.05 g/cc
Standard Count Moisture: 644 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.13 g/cc
Moisture Count 3: 0.12 g/cc
Moisture Count 4: 0.12 g/cc
Moisture Count 5: 0.11 g/cc
Sum of Count or Density: 10.36 g/cc
Average of Count or Density: 2.07 g/cc
Sum of Moisture Count: 0.66 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 92.5 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): SB Rte. 405
Crenshaw Blvd to Van Ness
Sta. 795+15 to Sta. 798+49
Test was verified on 10/4/2022 ✔