Summary for Test 2024-09-30-7-1
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 | 09/30/2024 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 09/30/2024 |
| Sample type | Acceptance | A brief description of the sample | Native Material |
| The quantity of what the sample constitutes | 40 lbs native material | 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: 2024-09-30-7
DIME Test ID: 2024-09-30-7-1
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: 2024-09-30
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: chris Elias
Date of test: 09/30/2024
Gage No.: 30699
Test No.: 50
Nuclear By: Chris Elias
Non-Bias Plan No.: 2 (1, 4, 7)
Depth: 8
Material No.: no data
Material Type: SM: Silty sand mod BRN
Impact By: Chris Elias
Standard Count Density: 1854 g/cc
Count or Density 1: 902 g/cc
Count or Density 2: 935 g/cc
Count or Density 3: 914 g/cc
Standard Count Moisture: 621 g/cc
Moisture Count 1: 182 g/cc
Moisture Count 2: 177 g/cc
Moisture Count 3: 195 g/cc
Sum of Count or Density: 2751 g/cc
Average of Count or Density: 917 g/cc
Sum of Moisture Count: 554 g/cc
Average of Moisture Count: 185 g/cc
Count Ratio Density: 0.49
Count Ratio Moisture: 0.3
Calculated Percent Relative Compaction: 93.8 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X3804_37030_240930_50 | 115.46 KB | 09/30/2024 | 2024-09-30-7-1 | Info |
Test was verified on 9/30/2024 ✔