Summary for Test 2023-02-23-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993848 DEA: 081N0704 EFIS: 0822000087 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R140.8/R148.5 |
| Award Date | 09/08/2022 |
| Closeout Date | 07/31/2024 |
| Work Description | GRAVEL MULCH, ROCK BLANKET, AND IMPORTED BORROW |
| Location Description | SAN BERNARDINO COUNTY IN NEEDLES AT VARIOUS LOCATIONS FROM NEEDLES HIGHWAY TO FIVE MILE ROAD |
| QA Service Level | 1 (Verified on 06/23/2023) |
Sample Information
| Sample Taken Date | 02/23/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/23/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 01 | The quantity of what the sample constitutes | 6600sqf |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | francisco |
| Last name of sampler or witnessed by | Ruvaicaba | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 02232023 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 | ||
| Bid Item | Not set |
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: 2023-02-23-6
DIME Test ID: 2023-02-23-6-1
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: 2023-02-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 02/23/2023
Gage No.: 30690
Test No.: 1
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 8
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1678 g/cc
Count or Density 1: 824 g/cc
Count or Density 2: 763 g/cc
Count or Density 3: 778 g/cc
Count or Density 4: 826 g/cc
Count or Density 5: 858 g/cc
Standard Count Moisture: 629 g/cc
Moisture Count 1: 93 g/cc
Moisture Count 2: 93 g/cc
Moisture Count 3: 80 g/cc
Moisture Count 4: 59 g/cc
Moisture Count 5: 98 g/cc
Sum of Count or Density: 4049 g/cc
Average of Count or Density: 810 g/cc
Sum of Moisture Count: 423 g/cc
Average of Moisture Count: 85 g/cc
Count Ratio Density: 0.48
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 97 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/27/2023 ✔