Summary for Test 2024-05-07-8-1
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 | 05/07/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 05/07/2024 |
| 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 | Neale | Last name of sampler or witnessed by | Brown |
| 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: 2024-05-07-8
DIME Test ID: 2024-05-07-8-1
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: 2024-05-07
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/07/2024
Gage No.: 30681
Test No.: 13
Nuclear By: Neale Brown
Non-Bias Plan No.: 5 even
Depth: 8
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Paul Klinker
Standard Count Density: 1586 g/cc
Count or Density 1: 683 g/cc
Count or Density 2: 724 g/cc
Count or Density 3: 864 g/cc
Count or Density 4: 788 g/cc
Count or Density 5: 690 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 155 g/cc
Moisture Count 2: 136 g/cc
Moisture Count 3: 121 g/cc
Moisture Count 4: 133 g/cc
Moisture Count 5: 148 g/cc
Density: 2.21
Moisture: 0.18
Sum of Count or Density: 3749 g/cc
Average of Count or Density: 750 g/cc
Sum of Moisture Count: 693 g/cc
Average of Moisture Count: 139 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 184 shoulder sta 115+84 to 136+84 elevation: FSG width: 8.5 ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U4304_37029_240507_12to15 | 403.15 KB | 05/07/2024 | 2024-05-07-8-1 | Info |
Test was verified on 5/7/2024 ✔