Summary for Test 2024-06-17-14-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
| Award Date | 10/26/2023 |
| Closeout Date | Not set |
| Work Description | RESURFACE LANES AND SHOULDERS. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 06/17/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 06/17/2024 |
| Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
| 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 |
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: 2024-06-17-14
DIME Test ID: 2024-06-17-14-1
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: 2024-06-17
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: 06/17/2024
Gage No.: 30681
Test No.: 53
Nuclear By: Mike Cozad
Non-Bias Plan No.: 6 odd
Depth: 4
Material No.: no data
Material Type: class 2 AB
Impact By: Mike Cozad
Standard Count Density: 1576 g/cc
Count or Density 1: 2097 g/cc
Count or Density 2: 1796 g/cc
Count or Density 3: 1684 g/cc
Standard Count Moisture: 620 g/cc
Moisture Count 1: 127 g/cc
Moisture Count 2: 142 g/cc
Moisture Count 3: 153 g/cc
Density: 2.10
Moisture: 0.19
Sum of Count or Density: 5577.00 g/cc
Average of Count or Density: 1859.00 g/cc
Sum of Moisture Count: 422.00 g/cc
Average of Moisture Count: 141.00 g/cc
Count Ratio Density: 1.18
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 95.9 %
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 |
|---|---|---|---|---|---|
| 06-0U4304_37029_240617_53 | 70.21 KB | 06/17/2024 | 2024-06-17-14-1 | Info |
Test was verified on 6/17/2024 ✔