Summary for Test 2024-06-28-30-1
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 | 06/28/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 06/28/2024 |
| 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: 2024-06-28-30
DIME Test ID: 2024-06-28-30-1
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: 2024-06-28
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 06/28/2024
Gage No.: 30681
Test No.: 11
Nuclear By: Mike Cozad
Non-Bias Plan No.: 7 odd
Depth: 8
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1571 g/cc
Count or Density 1: 873 g/cc
Count or Density 2: 991 g/cc
Count or Density 3: 710 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 83 g/cc
Moisture Count 2: 63 g/cc
Moisture Count 3: 80 g/cc
Sum of Count or Density: 2574 g/cc
Average of Count or Density: 858 g/cc
Sum of Moisture Count: 226 g/cc
Average of Moisture Count: 75 g/cc
Count Ratio Density: 0.55
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 94.6 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X1604_37024_240628_10to12 | 205.43 KB | 06/28/2024 | 2024-06-28-30-1 | Info |
Test was verified on 6/28/2024 ✔