Summary for Test 2024-04-19-7-1
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 | 04/19/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/19/2024 |
| Sample type | Department Acceptance | A brief description of the sample | Native Borrow |
| 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 | 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 | 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: 2024-04-19-7
DIME Test ID: 2024-04-19-7-1
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: 2024-04-19
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 04/19/2024
Gage No.: 30695
Test No.: 85
Nuclear By: Corey Hicks
Non-Bias Plan No.: 2 even
Depth: 8
Material No.: no data
Material Type: Clay, silt sand mixture, reddish, BRN
Impact By: Corey Hicks
Standard Count Density: 1766 g/cc
Count or Density 1: 1154 g/cc
Count or Density 2: 1199 g/cc
Count or Density 3: 1281 g/cc
Count or Density 4: 1078 g/cc
Count or Density 5: 1063 g/cc
Standard Count Moisture: 651 g/cc
Moisture Count 1: 165 g/cc
Moisture Count 2: 208 g/cc
Moisture Count 3: 174 g/cc
Moisture Count 4: 211 g/cc
Moisture Count 5: 213 g/cc
Sum of Count or Density: 5775 g/cc
Average of Count or Density: 1155 g/cc
Sum of Moisture Count: 971 g/cc
Average of Moisture Count: 194 g/cc
Count Ratio Density: 0.65
Count Ratio Moisture: 0.3
Calculated Percent Relative Compaction: 93 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters): CR 1 Station: 598+60 to 599+90elevation:6.75ft to 4.
5ft BFG width: 135ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U8804_37039_240419_82to85 | 1079.71 KB | 04/19/2024 | 2024-04-19-7-1 | Info |
Test was verified on 4/19/2024 ✔