Summary for Test 2024-04-12-17-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994930 DEA: 061A7504 EFIS: 0620000180 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-5-26.8/30.0 |
| Award Date | 08/16/2023 |
| Closeout Date | 04/07/2025 |
| Work Description | CONSTRUCT HIGH-TENSION MEDIAN CABLE BARRIER WITH VEGETATION CONTROL. |
| Location Description | FRESNO COUNTY ABOUT 8 MILES WEST OF THREE ROCKS FROM PARKHURST EQUIPMENT UNDERCROSSING TO ROUTE 5/33 SEPARATION |
| QA Service Level | 1 (Verified on 06/27/2023) |
Sample Information
| Sample Taken Date | 04/12/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 04/12/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Corey | Last name of sampler or witnessed by | Hicks |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite | 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 | CTM 231 test location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-12-17
DIME Test ID: 2024-04-12-17-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
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: 2024-04-12
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 04/12/2024
Gage No.: 30695
Test No.: 2
Nuclear By: Corey Hicks
Non-Bias Plan No.: 5 odd
Depth: 2
Material No.: no data
Material Type: sandy silty, BN, F-G
Impact By: Jason Ruiz
Standard Count Density: 1774 g/cc
Count or Density 1: 2651 g/cc
Count or Density 2: 2725 g/cc
Count or Density 3: 2615 g/cc
Count or Density 4: 2720 g/cc
Count or Density 5: 2574 g/cc
Standard Count Moisture: 649 g/cc
Moisture Count 1: 96 g/cc
Moisture Count 2: 75 g/cc
Moisture Count 3: 85 g/cc
Moisture Count 4: 92 g/cc
Moisture Count 5: 92 g/cc
Sum of Count or Density: 13285 g/cc
Average of Count or Density: 2657 g/cc
Sum of Moisture Count: 440 g/cc
Average of Moisture Count: 88 g/cc
Count Ratio Density: 1.5
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 88.8 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1A7504_37000_240412_1to3 | 724.31 KB | 04/12/2024 | 2024-04-12-17-1 | Info |
Test was verified on 4/12/2024 ✔