Summary for Test 2023-06-22-21-3
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
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DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
Award Date | 02/25/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
Sample Taken Date | 06/22/2023 | Sample Unique Key | 21 |
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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 | 06/21/2023 |
Sample type | Verification | A brief description of the sample | Native soil |
The quantity of what the sample constitutes | 2000 SQYD | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Tomas | Last name of sampler or witnessed by | Silva |
Title of sampler | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Roadway | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-22-21
DIME Test ID: 2023-06-22-21-3
Testing Lab: CT D06 - Millbrook 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: 2023-06-23
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/22/2023
Gage No.: 30679
Test No.: 3
Nuclear By: Tomas S
Non-Bias Plan No.: no data
Depth: 8
Material No.: no data
Material Type: Native Soil
Impact By: no data
Standard Count Density: 1847 g/cc
Count or Density 1: 1294 g/cc
Count or Density 2: 1306 g/cc
Count or Density 3: 1266 g/cc
Count or Density 4: 1381 g/cc
Count or Density 5: 1380 g/cc
Standard Count Moisture: 616 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 64 g/cc
Moisture Count 3: 54 g/cc
Moisture Count 4: 49 g/cc
Moisture Count 5: 61 g/cc
Density: 2.03
Moisture: 0.06
Sum of Count or Density: 6627.00 g/cc
Average of Count or Density: 1325.00 g/cc
Sum of Moisture Count: 301.00 g/cc
Average of Moisture Count: 60.00 g/cc
Count Ratio Density: 0.72
Count Ratio Moisture: 0.10
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 |
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Untitled_06232023_064920 9 | 710.61 KB | 06/23/2023 | 2023-06-22-21-3 | Info |
Test was verified on 6/23/2023 ✔