Summary for Test 2024-06-17-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995005 DEA: 060X7004 EFIS: 0619000009 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-5.8/L8.0 |
| Award Date | 09/21/2023 |
| Closeout Date | Not set |
| Work Description | COLD PLANE PAVEMENT, PLACE RHMA-G, MODIFY LIGHTING AND SIGNAL SYSTEM. |
| Location Description | TULARE COUNTY IN VISALIA FROM 0.2 MILE SOUTH OF CALDWELL AVENUE TO ROUTE 63/198 SEPARATION |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 06/17/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 06/17/2024 |
| Sample type | Acceptance | A brief description of the sample | Native Material - Subgrade |
| 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 | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Josbsite | 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 locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-17-18
DIME Test ID: 2024-06-17-18-1
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: 2024-06-17
Test Results
Method Type:: Standard Count
Number of Tests:: 4
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 06/17/2024
Gage No.: 30697
Test No.: 2
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 1 odd
Depth: 6
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Jason Ruiz
Standard Count Density: 1685 g/cc
Count or Density 1: 1329 g/cc
Count or Density 2: 1405 g/cc
Count or Density 3: 1610 g/cc
Count or Density 4: 1533 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 128 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 108 g/cc
Moisture Count 4: 125 g/cc
Sum of Count or Density: 5877 g/cc
Average of Count or Density: 1469 g/cc
Sum of Moisture Count: 504 g/cc
Average of Moisture Count: 126 g/cc
Count Ratio Density: 0.87
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X7004_37017_240617_1&2 | 446.83 KB | 06/17/2024 | 2024-06-17-18-1 | Info |
Test was verified on 6/17/2024 ✔