Summary for Test 2026-10-05-23-1
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 | 10/05/2026 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" Class 2 AS Base | The quantity of what the sample constitutes | 40 lbs of class 2 AS |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Alex |
| Last name of sampler or witnessed by | Escober | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | onsite plant | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3944947 |
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: 2026-10-05-23
DIME Test ID: 2026-10-05-23-1
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: 2026-10-05
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Alex Escobar
Date of test: 10/05/2026
Gage No.: 30699
Test No.: 96
Nuclear By: Alex Escobar
Non-Bias Plan No.: 9
Depth: 3
Material No.: no data
Material Type: Class 2 AS
Impact By: alex Escobar
Standard Count Density: 1793 g/cc
Count or Density 1: 2.09 g/cc
Count or Density 2: 2.16 g/cc
Count or Density 3: 2.16 g/cc
Count or Density 4: 2.07 g/cc
Count or Density 5: 2.15 g/cc
Standard Count Moisture: 623 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.14 g/cc
Moisture Count 3: 0.13 g/cc
Moisture Count 4: 0.11 g/cc
Moisture Count 5: 0.13 g/cc
Density: 2.12
Moisture: 0.13
Sum of Count or Density: 10.63 g/cc
Average of Count or Density: 2.13 g/cc
Sum of Moisture Count: 0.63 g/cc
Average of Moisture Count: 0.13 g/cc
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W9204_37038_261005_63 | 177.82 KB | 10/05/2026 | 2026-10-05-23-1 | Info |
Test was verified on 10/5/2026 ✔