Summary for Test 2023-06-05-11-1
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 | Not set |
| 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 | 06/05/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 06/05/2023 |
| Sample type | Verification | A brief description of the sample | Structural 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 | 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 soil | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | CIDH Foundation | 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 | CIDH Foundation | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-05-11
DIME Test ID: 2023-06-05-11-1
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:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/05/2023
Gage No.: 30682
Test No.: 1
Nuclear By: Tomas S
Non-Bias Plan No.: 4 Even
Depth: 8
Material No.: no data
Material Type: Native Soil
Impact By: Tomas Silva
Standard Count Density: 1831 g/cc
Count or Density 1: 1347 g/cc
Count or Density 2: 1208 g/cc
Count or Density 3: 1170 g/cc
Standard Count Moisture: 611 g/cc
Moisture Count 1: 124 g/cc
Moisture Count 2: 130 g/cc
Moisture Count 3: 124 g/cc
Sum of Count or Density: 3725 g/cc
Average of Count or Density: 1242 g/cc
Sum of Moisture Count: 378 g/cc
Average of Moisture Count: 126 g/cc
Count Ratio Density: 0.68
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 91.1 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): 90% Spec
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0483 | JPG | 4746.72 KB | 06/07/2023 | 2023-06-05-11-1 | Info |
Test was verified on 6/7/2023 ✔