Summary for Test 2024-09-30-1-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994976 DEA: 060X3304 EFIS: 0618000055 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-R0.0/4.4 |
| Award Date | 10/23/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE ROADWAY PAVEMENT WITH HMA AND CONCRETE. |
| Location Description | KERN COUNTY AT AND NEAR LEBEC FROM LOS ANGELES COUNTY LINE TO GRAPEVINE CREEK |
| QA Service Level | 1 (Verified on 07/27/2023) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 09/30/2024 |
| Sample type | Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 40 lbs native existing 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 | Collected at jobsite | 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 location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-09-30-1
DIME Test ID: 2024-09-30-1-1
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: 2024-09-30
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 09/29/2024
Gage No.: 30681
Test No.: 19
Nuclear By: Mike Cozad
Non-Bias Plan No.: 10 even
Depth: 6
Material No.: no data
Material Type: Redish BRn Clayey sand with gravel
Impact By: Mike Cozad
Standard Count Density: 1570 g/cc
Count or Density 1: 1132 g/cc
Count or Density 2: 1121 g/cc
Count or Density 3: 1129 g/cc
Count or Density 4: 1288 g/cc
Count or Density 5: 1139 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 139 g/cc
Moisture Count 2: 114 g/cc
Moisture Count 3: 148 g/cc
Moisture Count 4: 112 g/cc
Moisture Count 5: 166 g/cc
Sum of Count or Density: 5809 g/cc
Average of Count or Density: 1162 g/cc
Sum of Moisture Count: 679 g/cc
Average of Moisture Count: 136 g/cc
Count Ratio Density: 0.74
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 97.3 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3304_37040_240929_19 | 72.60 KB | 09/30/2024 | 2024-09-30-1-1 | Info |
Test was verified on 9/30/2024 ✔