Summary for Test 2023-05-11-44-1
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 | 05/11/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| 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 | 05/11/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
| The quantity of what the sample constitutes | 4400SQF | 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 | 05112023 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 |
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: 2023-05-11-44
DIME Test ID: 2023-05-11-44-1
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: 2023-05-15
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: 05/11/2023
Gage No.: 33197
Test No.: 1
Nuclear By: TONY PRICE
Non-Bias Plan No.: 2
Depth: 8
Material No.: AGGREGATE BASE
Material Type: AGGREGATE BASE CLASS 2
Impact By: TONY PRICE
Standard Count Density: 1851 g/cc
Count or Density 1: 712 g/cc
Count or Density 2: 931 g/cc
Count or Density 3: 817 g/cc
Standard Count Moisture: 584 g/cc
Moisture Count 1: 95 g/cc
Moisture Count 2: 66 g/cc
Moisture Count 3: 75 g/cc
Sum of Count or Density: 2460 g/cc
Average of Count or Density: 820 g/cc
Sum of Moisture Count: 236 g/cc
Average of Moisture Count: 79 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 97 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/15/2023 ✔