Summary for Test 2022-10-15-9-1
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 | 10/15/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Native Material | The quantity of what the sample constitutes | 15,428 Square Feet |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | 22-2761 | |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 Test Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-10-15-9
DIME Test ID: 2022-10-15-9-1
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: 2022-10-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 10/15/2022
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 3
Depth: 5
Material No.: Subgrade
Material Type: Native
Impact By: Manuel Uy
Standard Count Density: 3073 g/cc
Count or Density 1: 6903 g/cc
Count or Density 2: 6418 g/cc
Count or Density 3: 5965 g/cc
Count or Density 4: 6163 g/cc
Count or Density 5: 6081 g/cc
Standard Count Moisture: 1073 g/cc
Moisture Count 1: 295 g/cc
Moisture Count 2: 300 g/cc
Moisture Count 3: 449 g/cc
Moisture Count 4: 376 g/cc
Moisture Count 5: 332 g/cc
Sum of Count or Density: 31530 g/cc
Average of Count or Density: 6306 g/cc
Sum of Moisture Count: 1752 g/cc
Average of Moisture Count: 350 g/cc
Count Ratio Density: 2.05
Count Ratio Moisture: 0.33
Calculated Percent Relative Compaction: 95.5 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/28/2022 ✔