Summary for Test 2023-07-25-29-1
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 | 07/25/2023 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 07/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Native Soil - Embankment |
| The quantity of what the sample constitutes | 11000 sqft | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 23-1147 | 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 |
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: 2023-07-25-29
DIME Test ID: 2023-07-25-29-1
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: 2023-07-26
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 07/25/2023
Gage No.: 25577
Test No.: 2
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 12
Material No.: Native Soil
Material Type: Embankment
Impact By: Fernando Carranza
Standard Count Density: 1500 g/cc
Count or Density 1: 271 g/cc
Count or Density 2: 289 g/cc
Count or Density 3: 293 g/cc
Count or Density 4: 274 g/cc
Count or Density 5: 282 g/cc
Standard Count Moisture: 632 g/cc
Moisture Count 1: 183 g/cc
Moisture Count 2: 157 g/cc
Moisture Count 3: 150 g/cc
Moisture Count 4: 163 g/cc
Moisture Count 5: 144 g/cc
Sum of Count or Density: 1409 g/cc
Average of Count or Density: 282 g/cc
Sum of Moisture Count: 797 g/cc
Average of Moisture Count: 159 g/cc
Count Ratio Density: 0.19
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/26/2023 ✔