Summary for Test 2024-04-16-15-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
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DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
Award Date | 04/23/2021 |
Closeout Date | Not set |
Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 04/16/2024 | Sample Unique Key | 15 |
---|---|---|---|
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 | 04/16/2024 |
Sample type | Quality Assurance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 2000 sq ft per CTM 231 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Corey | Last name of sampler or witnessed by | Hicks |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | 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 | Test holes at jobsite | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-04-16-15
DIME Test ID: 2024-04-16-15-1
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: 2024-04-16
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 04/16/2024
Gage No.: 30695
Test No.: 619
Nuclear By: Corey Hicks
Non-Bias Plan No.: 1 odd
Depth: 6
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Neale Brown
Standard Count Density: 1766 g/cc
Count or Density 1: 1408 g/cc
Count or Density 2: 1210 g/cc
Count or Density 3: 1561 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 126 g/cc
Moisture Count 2: 132 g/cc
Moisture Count 3: 140 g/cc
Sum of Count or Density: 4179.00 g/cc
Average of Count or Density: 1393.00 g/cc
Sum of Moisture Count: 398.00 g/cc
Average of Moisture Count: 133.00 g/cc
Count Ratio Density: 0.79
Count Ratio Moisture: 0.20
Calculated Percent Relative Compaction: 92.6 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): DS# 9D Station 29+56 to 29+92 elevation: 1.80 ft BFG width: 5ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-360244_37000_240416_618_620 | 603.32 KB | 04/16/2024 | 2024-04-16-15-1 | Info |
Test was verified on 4/16/2024 ✔