Summary for Test 2024-11-08-7-1
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 | 01/09/2026 |
| 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 | 11/08/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/08/2024 | 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 | ||
| 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: 2024-11-08-7
DIME Test ID: 2024-11-08-7-1
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: 2024-11-08
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: 11/08/2024
Gage No.: 30681
Test No.: 123
Nuclear By: Mike Cozad
Non-Bias Plan No.: 1 even
Depth: 8
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Neale Brown
Standard Count Density: 1571 g/cc
Count or Density 1: 1490 g/cc
Count or Density 2: 1808 g/cc
Count or Density 3: 1874 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 115 g/cc
Moisture Count 2: 75 g/cc
Moisture Count 3: 70 g/cc
Sum of Count or Density: 5172 g/cc
Average of Count or Density: 1724 g/cc
Sum of Moisture Count: 260 g/cc
Average of Moisture Count: 87 g/cc
Count Ratio Density: 1.1
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 89.2 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U4304_37039_241108_123to125 | 202.05 KB | 11/08/2024 | 2024-11-08-7-1 | Info |
Test was verified on 11/8/2024 ✔