Summary for Test 2022-09-26-17-1
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 | 09/26/2022 | Sample Unique Key | 17 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/26/2022 | Sample type | Quality Assurance |
| A brief description of the sample | SOIL | The quantity of what the sample constitutes | 18000SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | james |
| Last name of sampler or witnessed by | Burton | Title of sampler | Caltrans Consultant |
| Telephone number of sampler | Laboratory sample identification | 09262022 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: 2022-09-26-17
DIME Test ID: 2022-09-26-17-1
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: 2022-09-28
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: james Burton
Date of test: 09/26/2022
Gage No.: 80489
Test No.: 1
Nuclear By: JAMES BURTON
Non-Bias Plan No.: 8
Depth: 11
Material No.: AGGREGATE BASE
Material Type: AGGREGATE BASE
Impact By: JAMES BURTON
Standard Count Density: 1728
Count or Density 1: 439
Count or Density 2: 416
Count or Density 3: 399
Count or Density 4: 417
Count or Density 5: 389
Standard Count Moisture: 650
Moisture Count 1: 135
Moisture Count 2: 137
Moisture Count 3: 151
Moisture Count 4: 128
Moisture Count 5: 137
Sum of Count or Density: 2060
Average of Count or Density: 412
Sum of Moisture Count: 688
Average of Moisture Count: 138
Count Ratio Density: 0.24
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2022 ✔