Summary for Test 2026-03-25-8-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 1000510 DEA: 060W79U4 EFIS: 0622000189 |
|---|---|
| DIST-CO-RTE-PM | 06-KER,TUL-99-56.4/57.6,0.0/13.5 |
| Award Date | 04/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, AGGREGATE BASE, CRCP, SIGN STR, AND STR EXC. |
| Location Description | KERN AND TULARE COUNTIES IN AND NEAR DELANO FROM 0.2 MILE SOUTH OF CECIL AVENUE OVERCROSSING TO 0.7 MILE NORTH OF AVENUE 100 OVERCROSSING |
| QA Service Level | 1 (Verified on 08/26/2024) |
Sample Information
| Sample Taken Date | 03/25/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 03/25/2026 |
| Sample type | Acceptance | A brief description of the sample | Native mater |
| 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 | 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 | 3906237 |
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 Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-03-25-8
DIME Test ID: 2026-03-25-8-1
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: 2026-03-25
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: 03/25/2026
Gage No.: 30699
Test No.: 57
Nuclear By: Neale Brown
Non-Bias Plan No.: 4 even
Depth: 6
Material No.: no data
Material Type: SM: silty sand w/F-gravel Med. BRN
Impact By: Mike Cozad
Standard Count Density: 1806 g/cc
Count or Density 1: 2.25 g/cc
Count or Density 2: 2.24 g/cc
Count or Density 3: 2.31 g/cc
Standard Count Moisture: 623 g/cc
Moisture Count 1: 0.18 g/cc
Moisture Count 2: 0.23 g/cc
Moisture Count 3: 0.23 g/cc
Sum of Count or Density: 6.8 g/cc
Average of Count or Density: 2.27 g/cc
Sum of Moisture Count: 0.64 g/cc
Average of Moisture Count: 0.21 g/cc
Calculated Percent Relative Compaction: 95.8 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2026 ✔