Summary for Test 2023-04-06-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
| Award Date | 11/08/2022 |
| Closeout Date | 08/31/2026 |
| Work Description | REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL. |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 07/13/2022) |
Sample Information
| Sample Taken Date | 04/06/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/06/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Pipe Backfill | The quantity of what the sample constitutes | 1000 SQYD |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Austin Base Rock | |
| 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 | Drainage system 10 A-F | |
| Where the material sample would have been placed if not sampled | System Backfill |
Test Details
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DIME Sample ID: 2023-04-06-18
DIME Test ID: 2023-04-06-18-1
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: 04/06/2023
Gage No.: 30679
Test No.: 1
Nuclear By: Noah Hunt
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: Base Rock
Impact By: Noah Hunt
Standard Count Density: 1997 g/cc
Count or Density 1: 782 g/cc
Count or Density 2: 628 g/cc
Count or Density 3: 706 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 97 g/cc
Moisture Count 2: 98 g/cc
Moisture Count 3: 94 g/cc
Sum of Count or Density: 2116 g/cc
Average of Count or Density: 705 g/cc
Sum of Moisture Count: 289 g/cc
Average of Moisture Count: 96 g/cc
Count Ratio Density: 0.35
Count Ratio Moisture: 0.15
Calculated Percent Relative Compaction: 98.8 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0389 | JPG | 4927.64 KB | 04/11/2023 | 2023-04-06-18-1 | Info |
Test was verified on 4/11/2023 ✔