Summary for Test 2022-08-08-20-1
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 | 08/08/2022 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 08/08/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 17000SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | FERNANDO | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 08082022 TEST 05 | 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 | 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: 2022-08-08-20
DIME Test ID: 2022-08-08-20-1
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: 2022-08-10
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: FERNANDO Carranza
Date of test: 08/08/2022
Gage No.: 25577
Test No.: 5
Nuclear By: fernando carranza
Non-Bias Plan No.: 3
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: fernando carranza
Standard Count Density: 1532 g/cc
Count or Density 1: 801 g/cc
Count or Density 2: 947 g/cc
Count or Density 3: 805 g/cc
Count or Density 4: 765 g/cc
Count or Density 5: 785 g/cc
Standard Count Moisture: 632 g/cc
Moisture Count 1: 70 g/cc
Moisture Count 2: 79 g/cc
Moisture Count 3: 100 g/cc
Moisture Count 4: 73 g/cc
Moisture Count 5: 78 g/cc
Density: 2.14
Moisture: 0.09
Sum of Count or Density: 4103 g/cc
Average of Count or Density: 821 g/cc
Sum of Moisture Count: 400 g/cc
Average of Moisture Count: 80 g/cc
Count Ratio Density: 0.54
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 96.4 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/10/2022 ✔