Summary for Test 2022-08-26-23-1
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 | 08/26/2022 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/26/2022 | Sample type | Quality Assurance |
| A brief description of the sample | SOIL | The quantity of what the sample constitutes | 1958SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | tony |
| Last name of sampler or witnessed by | price | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 08262022 TEST 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 | ||
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-08-26-23
DIME Test ID: 2022-08-26-23-1
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: 2022-08-29
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: tony price
Date of test: 08/26/2022
Gage No.: 36636
Test No.: 2
Nuclear By: TONY PRICE
Non-Bias Plan No.: 7
Depth: 8
Material No.: IMPORT
Material Type: SUBGRADE
Impact By: TONY PRICE
Standard Count Density: 1823
Count or Density 1: 1002
Count or Density 2: 943
Count or Density 3: 901
Count or Density 4: 1035
Count or Density 5: 1023
Standard Count Moisture: 651
Moisture Count 1: 62
Moisture Count 2: 68
Moisture Count 3: 78
Moisture Count 4: 63
Moisture Count 5: 66
Sum of Count or Density: 4904
Average of Count or Density: 981
Sum of Moisture Count: 337
Average of Moisture Count: 67
Count Ratio Density: 0.54
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 96.5 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/29/2022 ✔