Summary for Test 2025-01-30-16-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993122 DEA: 07322304 EFIS: 0716000054 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-22.8 |
| Award Date | 10/04/2021 |
| Closeout Date | 09/24/2024 |
| Work Description | CONSTRUCT AND REPLACE BRIDGE RAILS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES AT FIFTH STREET OVERCROSSING AND AT SIXTH STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 08/04/2021) |
Sample Information
| Sample Taken Date | 01/30/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2025 | Sample type | Quality Control |
| A brief description of the sample | Class 3 Agg Base | The quantity of what the sample constitutes | na |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | LR |
| Last name of sampler or witnessed by | Collier | Title of sampler | TET |
| Telephone number of sampler | 4242327257 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CA Rasmussen Inc. | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Roadway | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-01-30-16
DIME Test ID: 2025-01-30-16-2
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: 2025-01-31
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: LR Collier
Date of test: 01/30/2025
Gage No.: 30936
Test No.: 25-0351
Nuclear By: L.R. Collier
Non-Bias Plan No.: random
Depth: 9"
Material No.: na
Material Type: Agg Base
Impact By: L.R. Collier
Standard Count Density: 1828 g/cc
Count or Density 1: 2.13 g/cc
Count or Density 2: 2.13 g/cc
Count or Density 3: 2.14 g/cc
Standard Count Moisture: 553 g/cc
Moisture Count 1: 0.21 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 6.4 g/cc
Average of Count or Density: 2.13 g/cc
Sum of Moisture Count: 0.63 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 96 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/31/2025 ✔