Summary for Test 2026-05-14-21-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-4.1/10.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE. |
| Location Description | KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 05/14/2026 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 05/14/2026 |
| Sample type | Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 40 lbs of 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 | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Collected at jobsite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | 3944939 |
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 locations | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-05-14-21
DIME Test ID: 2026-05-14-21-1
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: 2026-05-14
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/14/2026
Gage No.: 30683
Test No.: 8
Nuclear By: Neale Brown
Non-Bias Plan No.: 1
Depth: 8
Material No.: no data
Material Type: CL: Gravelly Clay, Reddish Brown
Impact By: Neale Brown
Standard Count Density: 1587 g/cc
Count or Density 1: 2.03 g/cc
Count or Density 2: 2.1 g/cc
Count or Density 3: 2.1 g/cc
Standard Count Moisture: 646 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.22 g/cc
Sum of Count or Density: 6.23 g/cc
Average of Count or Density: 2.08 g/cc
Sum of Moisture Count: 0.6 g/cc
Average of Moisture Count: 0.2 g/cc
Calculated Percent Relative Compaction: 93.7 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W9204_37036_260514_7&8 | 1948.75 KB | 05/14/2026 | 2026-05-14-21-1 | Info |
Test was verified on 5/14/2026 ✔