Summary for Test 2024-09-30-40-1
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 | 09/30/2024 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 09/30/2024 |
| Sample type | Acceptance | A brief description of the sample | 36 CY |
| The quantity of what the sample constitutes | Embankment | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Lou Ralph | Last name of sampler or witnessed by | Achuela |
| Title of sampler | TET | Telephone number of sampler | 2138170504 |
| Laboratory sample identification | 24-3021 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Beador | 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 various locations at Embankment | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-09-30-40
DIME Test ID: 2024-09-30-40-1
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: 2024-10-03
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 09/30/2024
Gage No.: 31104
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 2
Depth: 12''
Material No.: On-Site
Material Type: Embankment
Impact By: Lou Ralph Achuela
Standard Count Density: 1992 g/cc
Count or Density 1: 1.98 g/cc
Count or Density 2: 1.86 g/cc
Count or Density 3: 1.92 g/cc
Standard Count Moisture: 665 g/cc
Moisture Count 1: 0.19 g/cc
Moisture Count 2: 0.15 g/cc
Moisture Count 3: 0.17 g/cc
Sum of Count or Density: 5.76 g/cc
Average of Count or Density: 1.92 g/cc
Sum of Moisture Count: 0.51 g/cc
Average of Moisture Count: 0.17 g/cc
Calculated Percent Relative Compaction: 92.3 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2024 ✔