Summary for Test 2024-05-22-9-1
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 | 05/22/2024 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/22/2024 |
| Sample type | Department 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: 2024-05-22-9
DIME Test ID: 2024-05-22-9-1
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: 2024-05-22
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/22/2024
Gage No.: 30683
Test No.: 26
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 6
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Neale Brown
Standard Count Density: 1661 g/cc
Count or Density 1: 1322 g/cc
Count or Density 2: 1297 g/cc
Count or Density 3: 1378 g/cc
Standard Count Moisture: 656 g/cc
Moisture Count 1: 178 g/cc
Moisture Count 2: 182 g/cc
Moisture Count 3: 166 g/cc
Density: 2.1
Moisture: 0.23
Sum of Count or Density: 3997 g/cc
Average of Count or Density: 1332 g/cc
Sum of Moisture Count: 526 g/cc
Average of Moisture Count: 175 g/cc
Count Ratio Density: 0.8
Count Ratio Moisture: 0.27
Calculated Percent Relative Compaction: 97.2 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): WB Hwy 184 curb and gutter
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U4304_37029_240522_26 | 107.42 KB | 05/22/2024 | 2024-05-22-9-1 | Info |
Test was verified on 5/22/2024 ✔