Summary for Test 2024-04-10-10-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994577 DEA: 060V7604 EFIS: 0616000220 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL,FRE-99-51.8/R53.9,R0.0/R0.3 |
| Award Date | 05/24/2023 |
| Closeout Date | Not set |
| Work Description | UPGRADE WATER AND WASTEWATER SYSTEMS AT ROADSIDE REST AREA. |
| Location Description | TULARE AND FRESNO COUNTIES IN AND NEAR KINGSBURG FROM DODGE AVENUE OVERCROSSING TO 0.7 MILE NORTH OF MENDOCINO AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 04/10/2024 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 04/10/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 40 lbs class 2 AB | 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 | Material Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-10-10
DIME Test ID: 2024-04-10-10-2
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: 2024-04-10
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 04/10/2024
Gage No.: 30697
Test No.: 2
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 6 odd
Depth: 4
Material No.: no data
Material Type: class 2 AB
Impact By: Jason Ruiz
Standard Count Density: 1690 g/cc
Count or Density 1: 1806 g/cc
Count or Density 2: 1832 g/cc
Count or Density 3: 1922 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 105 g/cc
Moisture Count 2: 110 g/cc
Moisture Count 3: 90 g/cc
Sum of Count or Density: 5560.00 g/cc
Average of Count or Density: 1853.00 g/cc
Sum of Moisture Count: 305.00 g/cc
Average of Moisture Count: 102.00 g/cc
Count Ratio Density: 1.10
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 96 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V7604_37042_240410_02 | 240.60 KB | 04/10/2024 | 2024-04-10-10-2 | Info |
Test was verified on 4/10/2024 ✔