Summary for Test 2023-12-14-20-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
---|---|
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 | 12/14/2023 | Sample Unique Key | 20 |
---|---|---|---|
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 | 12/14/2023 |
Sample type | Quality Assurance | A brief description of the sample | Native Soil |
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 | Jason | Last name of sampler or witnessed by | Ruiz |
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: 2023-12-14-20
DIME Test ID: 2023-12-14-20-1
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: 2023-12-15
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Kulwinder Rai
Date of test: 12/14/2023
Gage No.: 30697
Test No.: 567
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 8 even
Depth: 8
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Jason Ruiz
Standard Count Density: 1720 g/cc
Count or Density 1: 1041 g/cc
Count or Density 2: 923 g/cc
Count or Density 3: 866 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 85 g/cc
Moisture Count 2: 117 g/cc
Moisture Count 3: 104 g/cc
Sum of Count or Density: 2830.00 g/cc
Average of Count or Density: 943.00 g/cc
Sum of Moisture Count: 306.00 g/cc
Average of Moisture Count: 102.00 g/cc
Count Ratio Density: 0.55
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 97.7 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): SB lane # 1 inside shoulder sta 127+96 to 125+40 elevation: 1.7ft BFG avg. width:20.6 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-360244_37000_231214_566to571 | 993.37 KB | 12/15/2023 | 2023-12-14-20-1 | Info |
Test was verified on 12/15/2023 ✔