Summary for Test 2025-03-28-30-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995229 DEA: 07355404 EFIS: 0719000010 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2,210-15.0/57.5,R18.7/R19.4 |
| Award Date | 01/30/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE AND INSTALL DRAINAGE SYSTEM, AND PERFORM SLOPE PAVING. |
| Location Description | LOS ANGELES COUNTY ON ROUTE 2 FROM 1.0 MILE NORTH OF CLIFFORD STREET TO MOUNT WATERMAN SKI LIFTS AND ON ROUTE 210 FROM 0.5 MILE EAST OF OCEAN VIEW BOULVEARD OVERCROSSING TO 0.2 MILE EAST OF ALTA CANYADA ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 03/28/2025 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 03/28/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 139 SY | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Marcus | Last name of sampler or witnessed by | Molina |
| Title of sampler | Materials Tester | Telephone number of sampler | 9095343477 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | SB -2 L18 | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | N/A |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Subgrade | The fabricator/manufacturer designation for the sample | Compaction testing |
| The plant number | A detailed description of where the material sample was collected | Jobsite | |
| Where the material sample would have been placed if not sampled | Jobsite | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-03-28-30
DIME Test ID: 2025-03-28-30-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2025-04-16
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Marcus Molina
Date of test: 03/28/2025
Gage No.: 6060
Test No.: 1
Nuclear By: Marcus Molina
Non-Bias Plan No.: 4
Depth: 8"
Material No.: Native
Material Type: Subgrade
Impact By: Marcus Molina
Standard Count Density: 29448 g/cc
Count or Density 1: 19920 g/cc
Count or Density 2: 19736 g/cc
Count or Density 3: 20140 g/cc
Standard Count Moisture: 9496 g/cc
Moisture Count 1: 2472 g/cc
Moisture Count 2: 3336 g/cc
Moisture Count 3: 3284 g/cc
Sum of Count or Density: 59796 g/cc
Average of Count or Density: 19932 g/cc
Sum of Moisture Count: 9092 g/cc
Average of Moisture Count: 3030.67 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/16/2025 ✔