Summary for Test 2023-12-26-1-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
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DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
Award Date | 01/23/2023 |
Closeout Date | Not set |
Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
Location Description | ON STATE ROUTE 99 |
QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
Sample Taken Date | 12/26/2023 | Sample Unique Key | 1 |
---|---|---|---|
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 | 12/26/2023 |
Sample type | Department Acceptance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 40 lbs native material | 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 | SPCI | 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: 2023-12-26-1
DIME Test ID: 2023-12-26-1-2
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: 2024-01-02
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 12/26/2023
Gage No.: 30697
Test No.: 2
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 1 odd
Depth: 8
Material No.: no data
Material Type: sandy silty, BN, F-G
Impact By: Jason Ruiz
Standard Count Density: 1707 g/cc
Count or Density 1: 1324 g/cc
Count or Density 2: 1137 g/cc
Count or Density 3: 1229 g/cc
Count or Density 4: 1064 g/cc
Count or Density 5: 1000 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 185 g/cc
Moisture Count 2: 239 g/cc
Moisture Count 3: 190 g/cc
Moisture Count 4: 232 g/cc
Moisture Count 5: 195 g/cc
Sum of Count or Density: 5754.00 g/cc
Average of Count or Density: 1151.00 g/cc
Sum of Moisture Count: 1041.00 g/cc
Average of Moisture Count: 208.00 g/cc
Count Ratio Density: 0.67
Count Ratio Moisture: 0.33
Calculated Percent Relative Compaction: 94.8 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): Commercial Ave Abut # 1 Sta 27+80 to 28+32 Elevation: 260.75ft width: 350 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0U8804_37039_231226_02to08 | 1079.24 KB | 01/02/2024 | 2023-12-26-1-2 | Info |
Test was verified on 1/2/2024 ✔