Summary for Test 2022-05-20-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215315 DEA: 081H8304 EFIS: 0817000139 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,SBD-138-0/2.3 |
| Award Date | 11/19/2021 |
| Closeout Date | 08/29/2024 |
| Work Description | CONSTRUCT 4' MEDIAN |
| Location Description | SAN BERNARDINO COUNTY ALONG ROUTE 138 |
| QA Service Level | 1 (Verified on 06/24/2021) |
Sample Information
| Sample Taken Date | 05/20/2022 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 05/20/2022 |
| Sample type | Quality Assurance | A brief description of the sample | SOIL |
| The quantity of what the sample constitutes | 10250 SQFT | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Julius | Last name of sampler or witnessed by | E |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 05202022 TEST 01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | LARRY FRANCISCO |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-20-18
DIME Test ID: 2022-05-20-18-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2022-05-23
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Julius E
Date of test: 05/20/2022
Gage No.: 36636
Test No.: 1
Nuclear By: JULIUS E
Non-Bias Plan No.: 2
Depth: 6
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: JULIUS E
Standard Count Density: 1849 g/cc
Count or Density 1: 1767 g/cc
Count or Density 2: 1276 g/cc
Count or Density 3: 1601 g/cc
Count or Density 4: 1484 g/cc
Count or Density 5: 1625 g/cc
Standard Count Moisture: 654 g/cc
Moisture Count 1: 68 g/cc
Moisture Count 2: 112 g/cc
Moisture Count 3: 76 g/cc
Moisture Count 4: 59 g/cc
Moisture Count 5: 69 g/cc
Density: 2.18
Moisture: 0.09
Sum of Count or Density: 7753 g/cc
Average of Count or Density: 1551 g/cc
Sum of Moisture Count: 384 g/cc
Average of Moisture Count: 77 g/cc
Count Ratio Density: 0.84
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 95.7 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/23/2022 ✔