Summary for Test 2025-05-21-22-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000113 DEA: 060U5004 EFIS: 0615000300 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-10.2/16.0 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), HMA (TYPE A) AND RHMA (GAP GRADED). |
| Location Description | KERN COUNTY AT AND NEAR WHEELER RIDGE FROM GRAPEVINE UNDERCROSSING TO ROUTE 5/99 SEPARATION |
| QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
| Sample Taken Date | 05/21/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 05/22/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 35 lbs native soil | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Elias |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | SCPI | 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: 2025-05-21-22
DIME Test ID: 2025-05-21-22-1
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: 2025-05-22
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: chris Elias
Date of test: 05/22/2025
Gage No.: 30699
Test No.: 7
Nuclear By: Chris Elias
Non-Bias Plan No.: 3 (2,5,8)
Depth: 8
Material No.: no data
Material Type: SM: F silty sand with granite
Impact By: m
Standard Count Density: 1847 g/cc
Count or Density 1: 1163 g/cc
Count or Density 2: 1421 g/cc
Count or Density 3: 1348 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 93 g/cc
Moisture Count 2: 85 g/cc
Moisture Count 3: 87 g/cc
Density: 1.91
Moisture: 0.11
Sum of Count or Density: 3932 g/cc
Average of Count or Density: 1311 g/cc
Sum of Moisture Count: 265 g/cc
Average of Moisture Count: 88 g/cc
Count Ratio Density: 0.71
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 84.6 %
Reported Percent Relative Compaction: 85 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U5004_37018_250521_07 | 115.38 KB | 05/22/2025 | 2025-05-21-22-1 | Info |
Test was verified on 5/22/2025 ✔