Summary for Test 2024-10-17-17-1
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 | 10/17/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 10/18/2024 |
| Sample type | Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 40 lbs Class 2 AB | 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: 2024-10-17-17
DIME Test ID: 2024-10-17-17-1
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: 2024-10-18
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: 10/18/2024
Gage No.: 30681
Test No.: 41
Nuclear By: Mike Cozad
Non-Bias Plan No.: 9 odd
Depth: 7
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Mike Cozad
Standard Count Density: 1571 g/cc
Count or Density 1: 975 g/cc
Count or Density 2: 1091 g/cc
Count or Density 3: 1022 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 119 g/cc
Moisture Count 2: 111 g/cc
Moisture Count 3: 107 g/cc
Density: 2.17
Moisture: 0.14
Sum of Count or Density: 3088 g/cc
Average of Count or Density: 1029 g/cc
Sum of Moisture Count: 337 g/cc
Average of Moisture Count: 112 g/cc
Count Ratio Density: 0.65
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 95.1 %
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 |
|---|---|---|---|---|---|
| 06-0X3304_37040_241017_40&41 | 141.09 KB | 10/18/2024 | 2024-10-17-17-1 | Info |
Test was verified on 10/18/2024 ✔