Summary for Test 2022-01-22-8-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
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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 | 01/22/2022 | Sample Unique Key | 8 |
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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 | 01/22/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil |
The quantity of what the sample constitutes | 240 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 | 01222022TEST 02 | 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 |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2022-01-22-8
DIME Test ID: 2022-01-22-8-1
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: 2022-01-24
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: 01/22/2022
Gage No.: 33196
Test No.: 2
Nuclear By: larry francisco
Non-Bias Plan No.: 1
Depth: 8
Material No.: SANDYNATIVE- SELECTED
Material Type: DRAINAGE
Impact By: LARRY FRANCISCO
Standard Count Density: 1827 g/cc
Count or Density 1: 996 g/cc
Count or Density 2: 929 g/cc
Count or Density 3: 913 g/cc
Standard Count Moisture: 753 g/cc
Moisture Count 1: 132 g/cc
Moisture Count 2: 127 g/cc
Moisture Count 3: 131 g/cc
Sum of Count or Density: 2838.00 g/cc
Average of Count or Density: 946.00 g/cc
Sum of Moisture Count: 390.00 g/cc
Average of Moisture Count: 130.00 g/cc
Count Ratio Density: 0.52
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/24/2022 ✔