Summary for Test 2024-08-07-17-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-0.0/10.2 |
| Award Date | 02/28/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM. |
| Location Description | KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/02/2024) |
Sample Information
| Sample Taken Date | 08/07/2024 | 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 | 08/07/2024 |
| 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 | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Materials Tester | 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: 2024-08-07-17
DIME Test ID: 2024-08-07-17-1
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: 2024-08-07
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: 08/07/2024
Gage No.: 30699
Test No.: 25
Nuclear By: Neale Brown
Non-Bias Plan No.: 5 even
Depth: 8
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Neale Brown
Standard Count Density: 1872 g/cc
Count or Density 1: 721 g/cc
Count or Density 2: 632 g/cc
Count or Density 3: 727 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 86 g/cc
Moisture Count 2: 91 g/cc
Moisture Count 3: 81 g/cc
Density: 2.31
Moisture: 0.1
Sum of Count or Density: 2080 g/cc
Average of Count or Density: 693 g/cc
Sum of Moisture Count: 258 g/cc
Average of Moisture Count: 86 g/cc
Count Ratio Density: 0.37
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 95.6 %
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 |
|---|---|---|---|---|---|
| 06-0X3804_37030_240807_25&26 | 202.11 KB | 08/07/2024 | 2024-08-07-17-1 | Info |
Test was verified on 8/7/2024 ✔