Summary for Test 2025-06-20-98-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
|---|---|
| DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
| Award Date | 02/05/2021 |
| Closeout Date | Not set |
| Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
| Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
| QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
| Sample Taken Date | 06/20/2025 | Sample Unique Key | 98 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/20/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Embankment | The quantity of what the sample constitutes | 1195 SY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Manuel |
| Last name of sampler or witnessed by | Uy | Title of sampler | Materials Tester |
| Telephone number of sampler | 9495016042 | Laboratory sample identification | 25-2069 |
| 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 | Fill compaction test SB Sta 173+00 - 175+50 (Original Sta 173+00 to 176+00) | |
| 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 | Embankment | 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
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DIME Sample ID: 2025-06-20-98
DIME Test ID: 2025-06-20-98-1
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: 2025-09-12
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 06/20/2025
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 2
Depth: 12"
Material No.: Native Soil
Material Type: Embankment
Impact By: Manuel Uy
Standard Count Density: 2942 g/cc
Count or Density 1: 656 g/cc
Count or Density 2: 690 g/cc
Count or Density 3: 882 g/cc
Count or Density 4: 726 g/cc
Count or Density 5: 829 g/cc
Standard Count Moisture: 1055 g/cc
Moisture Count 1: 248 g/cc
Moisture Count 2: 230 g/cc
Moisture Count 3: 244 g/cc
Moisture Count 4: 308 g/cc
Moisture Count 5: 244 g/cc
Sum of Count or Density: 3783 g/cc
Average of Count or Density: 756.6 g/cc
Sum of Moisture Count: 1274 g/cc
Average of Moisture Count: 254.8 g/cc
Calculated Percent Relative Compaction: 93.8 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/12/2025 ✔