Summary for Test 2024-05-20-11-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 995400 DEA: 072XG704 EFIS: 0723000158 |
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DIST-CO-RTE-PM | 07-VEN-118-4.5/4.75 |
Award Date | 04/19/2023 |
Closeout Date | Not set |
Work Description | Reconstruct Slope |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/27/2023) |
Sample Information
Sample Taken Date | 05/20/2024 | Sample Unique Key | 11 |
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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 | 05/20/2024 |
Sample type | Department Acceptance | A brief description of the sample | Embankment |
The quantity of what the sample constitutes | 178 cy | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Lou Ralph | Last name of sampler or witnessed by | Achuela |
Title of sampler | TET | Telephone number of sampler | 2138170504 |
Laboratory sample identification | 24-1058 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | N/A | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Embankment |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at Embankment | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-05-20-11
DIME Test ID: 2024-05-20-11-1
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: 2024-05-21
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 05/20/2024
Gage No.: 63092
Test No.: 1
Nuclear By: Lou Ralph Achuela
Non-Bias Plan No.: 2
Depth: 11''
Material No.: On-Site
Material Type: Embankment
Impact By: Lou Ralph Achuela
Standard Count Density: 1597 g/cc
Count or Density 1: 279 g/cc
Count or Density 2: 410 g/cc
Count or Density 3: 327 g/cc
Standard Count Moisture: 649 g/cc
Moisture Count 1: 108 g/cc
Moisture Count 2: 120 g/cc
Moisture Count 3: 161 g/cc
Sum of Count or Density: 1016.00 g/cc
Average of Count or Density: 339.00 g/cc
Sum of Moisture Count: 389.00 g/cc
Average of Moisture Count: 130.00 g/cc
Count Ratio Density: 0.21
Count Ratio Moisture: 0.20
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/21/2024 ✔