Summary for Test 2025-05-27-5-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000605 DEA: 07358404 EFIS: 0719000111 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-10-R4.7/18.9 |
| Award Date | 12/17/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE AND LINE CULVERT AND CONSTRUCT GROSS SOLIDS REMOVAL DEVICE. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES AT VARIOUS LOCATIONS FROM 0.2 MILE EAST BUNDY DRIVE UNDERCROSSING TO 0.1 MILE WEST SOTO STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 05/27/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 05/27/2025 |
| Sample type | Acceptance | A brief description of the sample | Embankment |
| The quantity of what the sample constitutes | 200 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 | 25-1662 | 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 | Embankment |
|---|---|---|---|
| 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: 2025-05-27-5
DIME Test ID: 2025-05-27-5-1
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: 2025-05-27
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 05/27/2025
Gage No.: 63092
Test No.: Location 10 Test #1
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 2
Depth: 5
Material No.: no data
Material Type: Embankment
Impact By: Michelangelo Sese
Standard Count Density: 1550 g/cc
Count or Density 1: 2.15 g/cc
Count or Density 2: 2.08 g/cc
Count or Density 3: 2.1 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 0.15 g/cc
Moisture Count 2: 0.1 g/cc
Moisture Count 3: 0.11 g/cc
Sum of Count or Density: 6.33 g/cc
Average of Count or Density: 2.11 g/cc
Sum of Moisture Count: 0.36 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 94.2 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): EB Rte. 10 / PM 9.27R
Location #10
Test was verified on 5/27/2025 ✔