Summary for Test 2023-06-07-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
| Award Date | 02/25/2021 |
| Closeout Date | 12/02/2025 |
| 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 | 06/07/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/07/2023 |
| Sample type | Verification | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 1580 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 | 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 | Roadway lanes 2 and 3 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-07-9
DIME Test ID: 2023-06-07-9-1
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: 2023-06-07
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/07/2023
Gage No.: 30682
Test No.: 1
Nuclear By: Tomas S
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: rocky sand
Impact By: Tomas Silva
Standard Count Density: 1832 g/cc
Count or Density 1: 1104 g/cc
Count or Density 2: 1464 g/cc
Count or Density 3: 1209 g/cc
Count or Density 4: 1333 g/cc
Count or Density 5: 1352 g/cc
Standard Count Moisture: 616 g/cc
Moisture Count 1: 104 g/cc
Moisture Count 2: 41 g/cc
Moisture Count 3: 49 g/cc
Moisture Count 4: 60 g/cc
Moisture Count 5: 57 g/cc
Sum of Count or Density: 6462 g/cc
Average of Count or Density: 1292 g/cc
Sum of Moisture Count: 311 g/cc
Average of Moisture Count: 62 g/cc
Count Ratio Density: 0.71
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 96.1 %
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 |
|---|---|---|---|---|---|
| IMG_0486 | JPG | 4590.97 KB | 06/07/2023 | 2023-06-07-9-1 | Info |
Test was verified on 6/7/2023 ✔