Summary for Test 2024-01-12-6-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
|---|---|
| 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 | 01/12/2024 | 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 | 01/12/2024 |
| 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 | Neale | Last name of sampler or witnessed by | Brown |
| 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 | Bid Item | Not set |
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
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DIME Sample ID: 2024-01-12-6
DIME Test ID: 2024-01-12-6-1
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: 2024-01-12
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 01/12/2024
Gage No.: 30697
Test No.: 22
Nuclear By: Neale Brown
Non-Bias Plan No.: 2 even
Depth: 8
Material No.: no data
Material Type: f-silt/clay mixture mod BRN
Impact By: Jason Ruiz
Standard Count Density: 1718 g/cc
Count or Density 1: 1125 g/cc
Count or Density 2: 1067 g/cc
Count or Density 3: 1237 g/cc
Count or Density 4: 1280 g/cc
Count or Density 5: 1283 g/cc
Standard Count Moisture: 635 g/cc
Moisture Count 1: 185 g/cc
Moisture Count 2: 156 g/cc
Moisture Count 3: 185 g/cc
Moisture Count 4: 184 g/cc
Moisture Count 5: 171 g/cc
Sum of Count or Density: 5992 g/cc
Average of Count or Density: 1198 g/cc
Sum of Moisture Count: 881 g/cc
Average of Moisture Count: 176 g/cc
Count Ratio Density: 0.7
Count Ratio Moisture: 0.28
Calculated Percent Relative Compaction: 91.6 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): Commercial Abe Abut #1 Sta 27+80 to 27+30 elevation: 263.55'-264.8' width: 335ft Retest#1
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U8804_37039_240112_21to23 | 696.00 KB | 01/12/2024 | 2024-01-12-6-1 | Info |
Test was verified on 1/12/2024 ✔