Summary for Test 2024-07-01-59-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994872 DEA: 060X1604 EFIS: 0618000183 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R64.4/67.3 |
| Award Date | 08/29/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 07/01/2024 | Sample Unique Key | 59 |
|---|---|---|---|
| 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 | 07/01/2024 |
| Sample type | Acceptance | A brief description of the sample | Native Soil |
| 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 | Mike | Last name of sampler or witnessed by | Cozad |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jobsite native subgrade | 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 Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-07-01-59
DIME Test ID: 2024-07-01-59-1
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: 2024-07-12
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 07/01/2024
Gage No.: 30681
Test No.: 13
Nuclear By: Mike Cozad
Non-Bias Plan No.: 10 even
Depth: 8
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1570 g/cc
Count or Density 1: 907 g/cc
Count or Density 2: 864 g/cc
Count or Density 3: 795 g/cc
Standard Count Moisture: 616 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 76 g/cc
Moisture Count 3: 97 g/cc
Density: 2.11
Moisture: 0.1
Sum of Count or Density: 2566 g/cc
Average of Count or Density: 855 g/cc
Sum of Moisture Count: 246 g/cc
Average of Moisture Count: 82 g/cc
Count Ratio Density: 0.54
Count Ratio Moisture: 0.13
Calculated Percent Relative Compaction: 96.3 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-OX1604_37029_240701_13 | 68.92 KB | 07/12/2024 | 2024-07-01-59-1 | Info |
Test was verified on 7/12/2024 ✔