Summary for Test 2025-04-07-7-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000392 DEA: 07349904 EFIS: 0718000167 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0/14.1 |
| Award Date | 09/12/2024 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT MVPS, MGS, ROCK BLANKETS,AND PAVE BEYOND THE GORE. |
| Location Description | LOS ANGELES COUNTY IN LONG BEACH AND COMPTOM FROM SHORELINE DRIVE TO 0.2 MILE NORTH OF ALONDRA BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 04/07/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/07/2025 |
| Sample type | Acceptance | A brief description of the sample | Class 3 Aggregate Base |
| The quantity of what the sample constitutes | 1020 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 | 25-1095 | 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 | Class 3 Aggregate Base |
|---|---|---|---|
| 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: 2025-04-07-7
DIME Test ID: 2025-04-07-7-1
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: 2025-04-07
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: 04/07/2025
Gage No.: 60203
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 3
Depth: 9
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 2225 g/cc
Count or Density 1: 1.93 g/cc
Count or Density 2: 2.04 g/cc
Count or Density 3: 1.94 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 0.13 g/cc
Moisture Count 2: 0.16 g/cc
Moisture Count 3: 0.15 g/cc
Sum of Count or Density: 5.91 g/cc
Average of Count or Density: 1.97 g/cc
Sum of Moisture Count: 0.44 g/cc
Average of Moisture Count: 0.15 g/cc
Calculated Percent Relative Compaction: 92.5 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): MVP #7 @ SB 710 and SB 405 Connector Junction
Test was verified on 4/7/2025 ✔