Summary for Test 2024-09-24-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000025 DEA: 07355004 EFIS: 0719000004 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-118-R13.0/R13.9 |
| Award Date | 03/19/2024 |
| Closeout Date | 12/01/2025 |
| Work Description | REPLACE CULVERT SYSTEMS AND INSTALL CURED-IN-PLACE LINERS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE EAST OF HERRICK AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 09/24/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 09/24/2024 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 96 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 | 24-2976 | 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: 2024-09-24-6
DIME Test ID: 2024-09-24-6-1
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: 2024-09-24
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: 09/24/2024
Gage No.: 63092
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 6
Depth: 12
Material No.: no data
Material Type: Subgrade
Impact By: Michelangelo Sese
Standard Count Density: 1585 g/cc
Count or Density 1: 2.09 g/cc
Count or Density 2: 2.01 g/cc
Count or Density 3: 2.03 g/cc
Standard Count Moisture: 648 g/cc
Moisture Count 1: 0.17 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.09 g/cc
Sum of Count or Density: 6.13 g/cc
Average of Count or Density: 2.04 g/cc
Sum of Moisture Count: 0.4 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 93.3 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): EB Rte. 118 at Glenoaks Blvd
CSP Pipe
Sta. 685+00 to Sta. 685+25
Test was verified on 9/24/2024 ✔