Summary for Test 2022-11-30-824-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214486 DEA: 080K1224 EFIS: 0815000244 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R28.6/37.5 |
| Award Date | 09/24/2021 |
| Closeout Date | 11/03/2025 |
| Work Description | REHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT |
| Location Description | SAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 11/30/2022 | Sample Unique Key | 824 |
|---|---|---|---|
| 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 | 11/30/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 24SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | ALBERTO | Last name of sampler or witnessed by | GONZALEZ |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 11302022 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 | |
|---|---|---|---|
| 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: 2022-11-30-824
DIME Test ID: 2022-11-30-824-1
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: 2022-12-05
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: ALBERTO PINEDA- GONZALEZ
Date of test: 11/30/2022
Gage No.: 67422
Test No.: 2
Nuclear By: ALBERTO PINEDA- GONZALEZ
Non-Bias Plan No.: 1
Depth: 12
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: ALBERTO PINEDA- GONZALEZ
Standard Count Density: 2003 g/cc
Count or Density 1: 351 g/cc
Count or Density 2: 356 g/cc
Count or Density 3: 307 g/cc
Standard Count Moisture: 508 g/cc
Moisture Count 1: 97 g/cc
Moisture Count 2: 99 g/cc
Moisture Count 3: 103 g/cc
Sum of Count or Density: 1014 g/cc
Average of Count or Density: 338 g/cc
Sum of Moisture Count: 299 g/cc
Average of Moisture Count: 100 g/cc
Count Ratio Density: 0.17
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 96.1 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2022 ✔