Summary for Test 2022-05-26-11-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 05/26/2022 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/26/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Soil | The quantity of what the sample constitutes | 14400 SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | ALESKY |
| Last name of sampler or witnessed by | S | Title of sampler | Caltrans Consultant |
| Telephone number of sampler | Laboratory sample identification | 05262022 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 | omar G G |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOB SITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-05-26-11
DIME Test ID: 2022-05-26-11-1
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: 2022-05-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: ALESKY S
Date of test: 05/26/2022
Gage No.: 67422
Test No.: 1
Nuclear By: ALESKY S
Non-Bias Plan No.: 6
Depth: 12
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: ALESKY S
Standard Count Density: 2008
Count or Density 1: 335
Count or Density 2: 321
Count or Density 3: 288
Count or Density 4: 267
Count or Density 5: 275
Standard Count Moisture: 607
Moisture Count 1: 85
Moisture Count 2: 99
Moisture Count 3: 114
Moisture Count 4: 131
Moisture Count 5: 104
Sum of Count or Density: 1486
Average of Count or Density: 297
Sum of Moisture Count: 533
Average of Moisture Count: 107
Count Ratio Density: 0.15
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/27/2022 ✔