Summary for Test 2023-03-27-28-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 03/27/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 03/27/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Detour sub base |
| The quantity of what the sample constitutes | 2000 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 | Native Material | 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 | Detour | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-03-27-28
DIME Test ID: 2023-03-27-28-1
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: 2023-03-30
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Calculated
Tester's full name: Allen Oliver
Date of test: 03/27/2023
Sum of Count or Density: 5000 g/cc
Average of Count or Density: 1000 g/cc
Sum of Moisture Count: 750 g/cc
Average of Moisture Count: 150 g/cc
Count Ratio Density: 0.5
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Max = 2.24
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| IMG_0367 | JPG | 4878.29 KB | 03/30/2023 | 2023-03-27-28-1 | Info |
Test was verified on 3/30/2023 ✔