Summary for Test 2023-03-13-13-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993646 DEA: 080R1414 EFIS: 0815000200 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.0/R125.0 |
| Award Date | 05/11/2022 |
| Closeout Date | 03/27/2024 |
| Work Description | ROADWAY EXCAVATION, DESERT TORTOISE FENCE, AND BONDED FIBER MATRIX. |
| Location Description | SAN BERNARDINO COUNTY AT AND NEAR FENNER FROM ESSEX ROAD OVERCROSSING TO 4.5 MILES EAST OF WATER ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/13/2022) |
Sample Information
| Sample Taken Date | 03/13/2023 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/13/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Soil | The quantity of what the sample constitutes | 1280SQF |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | francisco |
| Last name of sampler or witnessed by | Ruvaicaba | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 03132023TEST 03A | |
| 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: 2023-03-13-13
DIME Test ID: 2023-03-13-13-1
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: 2023-03-20
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 03/13/2023
Gage No.: 30690
Test No.: 3A
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 1
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1671 g/cc
Count or Density 1: 1097 g/cc
Count or Density 2: 1022 g/cc
Count or Density 3: 1198 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 70 g/cc
Moisture Count 2: 53 g/cc
Moisture Count 3: 50 g/cc
Density: 2.02
Moisture: 0.07
Sum of Count or Density: 3317 g/cc
Average of Count or Density: 1106 g/cc
Sum of Moisture Count: 173 g/cc
Average of Moisture Count: 58 g/cc
Count Ratio Density: 0.66
Count Ratio Moisture: 0.09
Calculated Percent Relative Compaction: 91.9 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 90%
Test was verified on 3/20/2023 ✔