Summary for Test 2024-10-04-77-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995379 DEA: 072XF704 EFIS: 0723000127 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-33-44.2/57.2 |
| Award Date | 03/01/2023 |
| Closeout Date | Not set |
| Work Description | Reconstruct slopes, place RSP, clean drainage systems |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
| Sample Taken Date | 10/04/2024 | Sample Unique Key | 77 |
|---|---|---|---|
| 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 | 10/04/2024 |
| Sample type | Acceptance | A brief description of the sample | PM 44.11 on Hwy 33 |
| The quantity of what the sample constitutes | 400 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Caesar | Last name of sampler or witnessed by | Ramirez |
| Title of sampler | Transportation Engineer Civil | Telephone number of sampler | 8189748391 |
| Laboratory sample identification | 24-3091 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | R & R Demo and Grading Corp. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | PM 44.11 on Hwy 33 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Job Site | A detailed description of where the material sample was collected | Job Site |
| Where the material sample would have been placed if not sampled | Job Site |
Test Details
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DIME Sample ID: 2024-10-04-77
DIME Test ID: 2024-10-04-77-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2024-10-17
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Caesar Ramirez
Date of test: 10/04/2024
Gage No.: 31106
Test No.: 1
Nuclear By: Caesar Ramirez
Non-Bias Plan No.: 8
Depth: 12"
Material No.: Screened Native Dirt
Material Type: Embankment
Impact By: Caesar Ramirez
Standard Count Density: 2168 g/cc
Count or Density 1: 2.12 g/cc
Count or Density 2: 2.15 g/cc
Count or Density 3: 2.12 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 0.21 g/cc
Moisture Count 2: 0.24 g/cc
Moisture Count 3: 0.2 g/cc
Sum of Count or Density: 6.39 g/cc
Average of Count or Density: 2.13 g/cc
Sum of Moisture Count: 0.65 g/cc
Average of Moisture Count: 0.22 g/cc
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2024 ✔