Summary for Test 2024-10-18-6-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994758 DEA: 061E6704 EFIS: 0622000081 |
---|---|
DIST-CO-RTE-PM | 06--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 10/18/2024 | Sample Unique Key | 6 |
---|---|---|---|
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 | 10/18/2024 |
Sample type | Acceptance | A brief description of the sample | Deeomposed Granite |
The quantity of what the sample constitutes | 40 lbs Decomposed Granite | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Collected at jobsite | 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 | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-10-18-6
DIME Test ID: 2024-10-18-6-1
Testing Lab: CT D06 - Bakersfield 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: 2024-10-18
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 10/18/2024
Gage No.: 30699
Test No.: 2
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 2
Material No.: no data
Material Type: Decomposed Granite
Impact By: Neale Brown
Standard Count Density: 1865 g/cc
Count or Density 1: 2865 g/cc
Count or Density 2: 2741 g/cc
Count or Density 3: 2836 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 59 g/cc
Moisture Count 2: 66 g/cc
Moisture Count 3: 57 g/cc
Sum of Count or Density: 8442 g/cc
Average of Count or Density: 2814 g/cc
Sum of Moisture Count: 182 g/cc
Average of Moisture Count: 61 g/cc
Count Ratio Density: 1.51
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 84.5 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-1E6704_37000_241018_2 | 101.73 KB | 10/18/2024 | 2024-10-18-6-1 | Info |
Test was verified on 10/18/2024 ✔