Summary for Test 2023-11-03-26-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214549 DEA: 081H2904 EFIS: 0817000006 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-173-18.7 |
| Award Date | 08/20/2020 |
| Closeout Date | 10/02/2024 |
| Work Description | STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL. |
| Location Description | SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD |
| QA Service Level | 1 (Verified on 01/13/2020) |
Sample Information
| Sample Taken Date | 11/03/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/03/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 01 | The quantity of what the sample constitutes | 2730SQF |
| 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 | 11032023 TEST 01 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | re sadique hossain | |
| 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: 2023-11-03-26
DIME Test ID: 2023-11-03-26-1
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: 2023-11-06
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: tony price
Date of test: 11/03/2023
Gage No.: 33197
Test No.: 1
Nuclear By: TONY PRICE
Non-Bias Plan No.: 6
Depth: 8
Material No.: stucural backfill
Material Type: SUBGRADE
Impact By: TONY PRICE
Standard Count Density: 1854 g/cc
Count or Density 1: 974 g/cc
Count or Density 2: 988 g/cc
Count or Density 3: 1004 g/cc
Standard Count Moisture: 584 g/cc
Moisture Count 1: 105 g/cc
Moisture Count 2: 99 g/cc
Moisture Count 3: 72 g/cc
Sum of Count or Density: 2966 g/cc
Average of Count or Density: 989 g/cc
Sum of Moisture Count: 276 g/cc
Average of Moisture Count: 92 g/cc
Count Ratio Density: 0.53
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/6/2023 ✔