Summary for Test 2022-01-06-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 01/06/2022 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 01/06/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 150 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
| Title of sampler | TE | Telephone number of sampler | |
| Laboratory sample identification | 01062022TEST 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 | |
|---|---|---|---|
| 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: 2022-01-06-6
DIME Test ID: 2022-01-06-6-1
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: 2022-01-07
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Larry Francisco
Date of test: 01/06/2022
Gage No.: 33196
Test No.: 1
Nuclear By: larry francisco
Non-Bias Plan No.: 1 adjusted
Depth: 8
Material No.: SANDYNATIVE- SELECTED
Material Type: SUBGRADE
Impact By: LARRY FRANCISCO
Standard Count Density: 1840 g/cc
Count or Density 1: 1004 g/cc
Count or Density 2: 968 g/cc
Count or Density 3: 1065 g/cc
Standard Count Moisture: 746 g/cc
Moisture Count 1: 147 g/cc
Moisture Count 2: 133 g/cc
Moisture Count 3: 135 g/cc
Sum of Count or Density: 3037.00 g/cc
Average of Count or Density: 1012.00 g/cc
Sum of Moisture Count: 415.00 g/cc
Average of Moisture Count: 138.00 g/cc
Count Ratio Density: 0.55
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/7/2022 ✔