Summary for Test 2023-12-12-23-1
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 | 12/12/2023 | Sample Unique Key | 23 |
|---|---|---|---|
| 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 | 12/12/2023 |
| 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 | 564 | 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 | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-12-12-23
DIME Test ID: 2023-12-12-23-1
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: 2023-12-13
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: 12/12/2023
Gage No.: 30697
Test No.: 564
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 7 odd
Depth: 8
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Jason Ruiz
Standard Count Density: 1728 g/cc
Count or Density 1: 1033 g/cc
Count or Density 2: 898 g/cc
Count or Density 3: 943 g/cc
Count or Density 4: 936 g/cc
Count or Density 5: 1025 g/cc
Standard Count Moisture: 632 g/cc
Moisture Count 1: 136 g/cc
Moisture Count 2: 124 g/cc
Moisture Count 3: 120 g/cc
Moisture Count 4: 119 g/cc
Moisture Count 5: 111 g/cc
Sum of Count or Density: 4835 g/cc
Average of Count or Density: 967 g/cc
Sum of Moisture Count: 610 g/cc
Average of Moisture Count: 122 g/cc
Count Ratio Density: 0.56
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): SB 99 #1 lane and inside shoulder Station:147+00 to 139+00 elevation: 1.7ft BFG avg. width: 40ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37000_231212_559to565 | 765.63 KB | 12/13/2023 | 2023-12-12-23-1 | Info |
Test was verified on 12/13/2023 ✔