Summary for Test 2023-04-05-27-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 |
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DIST-CO-RTE-PM | 06-FRE-5-44.4-45.4 |
Award Date | 05/26/2022 |
Closeout Date | Not set |
Work Description | TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R. |
Location Description | IN FRESNO COUNTY AT TUMEY GULCH. |
QA Service Level | 1 (Verified on 09/25/2018) |
Sample Information
Sample Taken Date | 04/05/2023 | Sample Unique Key | 27 |
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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 | 04/05/2023 |
Sample type | Quality Assurance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 1000 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 | Native | 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 | Approach slab foundation | |
Where the material sample would have been placed if not sampled |
Combined Gradation Report Information
Combined Gradation Report Id | Bin Index | Dime Test Id |
---|---|---|
No assigned tests for this sample. |
Test Details
DIME Sample ID: 2023-04-05-27
DIME Test ID: 2023-04-05-27-1
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: 2023-04-11
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/05/2023
Gage No.: 30679
Test No.: 1
Nuclear By: Tomas S
Non-Bias Plan No.: 1
Depth: 6
Material No.: no data
Material Type: Native Soil
Impact By: Tomas Silva
Standard Count Density: 2054 g/cc
Count or Density 1: 1367 g/cc
Count or Density 2: 1509 g/cc
Count or Density 3: 1719 g/cc
Standard Count Moisture: 743 g/cc
Moisture Count 1: 186 g/cc
Moisture Count 2: 147 g/cc
Moisture Count 3: 131 g/cc
Sum of Count or Density: 4595.00 g/cc
Average of Count or Density: 1532.00 g/cc
Sum of Moisture Count: 464.00 g/cc
Average of Moisture Count: 155.00 g/cc
Count Ratio Density: 0.75
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 95.9 %
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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IMG_0384 | JPG | 4733.40 KB | 04/11/2023 | 2023-04-05-27-1 | Info |
Test was verified on 4/11/2023 ✔