Summary for Test 2024-12-19-20-1
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 | 12/19/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 12/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 2000 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 | 949-501-6042 |
| Laboratory sample identification | 24-3950 | 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 | Subgradfe Backfill Compaction test SB A1 Sta 138+00 142+50 | 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
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DIME Sample ID: 2024-12-19-20
DIME Test ID: 2024-12-19-20-1
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: 2024-12-27
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: 12/19/2024
Gage No.: 30515
Test No.: 5
Nuclear By: Manuel Uy
Non-Bias Plan No.: 1
Depth: 10
Material No.: Native Soil
Material Type: Subgrade
Impact By: Manuel Uy
Standard Count Density: 2951 g/cc
Count or Density 1: 1615 g/cc
Count or Density 2: 1380 g/cc
Count or Density 3: 1430 g/cc
Count or Density 4: 1256 g/cc
Count or Density 5: 1171 g/cc
Standard Count Moisture: 1055 g/cc
Moisture Count 1: 223 g/cc
Moisture Count 2: 281 g/cc
Moisture Count 3: 222 g/cc
Moisture Count 4: 243 g/cc
Moisture Count 5: 275 g/cc
Sum of Count or Density: 6852 g/cc
Average of Count or Density: 1370.4 g/cc
Sum of Moisture Count: 1244 g/cc
Average of Moisture Count: 248.8 g/cc
Calculated Percent Relative Compaction: 94.9 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/27/2024 ✔