Summary for Test 2022-04-25-12-1
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 | 04/25/2022 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 04/25/2022 |
| Sample type | Quality Assurance | A brief description of the sample | SOIL |
| The quantity of what the sample constitutes | 19200 SQFT | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | C | Last name of sampler or witnessed by | OZURIGBO |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 04252022 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: 2022-04-25-12
DIME Test ID: 2022-04-25-12-1
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: 2022-04-29
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: C OZURIGBO
Date of test: 04/25/2022
Gage No.: 36646
Test No.: 1
Nuclear By: C OZURIGBO
Non-Bias Plan No.: 9
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: C OZURIGBO
Standard Count Density: 1949 g/cc
Count or Density 1: 867 g/cc
Count or Density 2: 933 g/cc
Count or Density 3: 901 g/cc
Count or Density 4: 1000 g/cc
Count or Density 5: 948 g/cc
Standard Count Moisture: 652 g/cc
Moisture Count 1: 59 g/cc
Moisture Count 2: 59 g/cc
Moisture Count 3: 65 g/cc
Moisture Count 4: 68 g/cc
Moisture Count 5: 70 g/cc
Sum of Count or Density: 4649.00 g/cc
Average of Count or Density: 930.00 g/cc
Sum of Moisture Count: 321.00 g/cc
Average of Moisture Count: 64.00 g/cc
Count Ratio Density: 0.48
Count Ratio Moisture: 0.10
Calculated Percent Relative Compaction: 99.1 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/29/2022 ✔