Summary for Test 2024-06-03-7-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 995240 DEA: 060X3804 EFIS: 0618000060 |
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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 | 06/03/2024 | Sample Unique Key | 7 |
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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 | 06/03/2024 |
Sample type | Acceptance | A brief description of the sample | Native Soil |
The quantity of what the sample constitutes | 40 lbs Native Soil | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
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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
DIME Sample ID: 2024-06-03-7
DIME Test ID: 2024-06-03-7-1
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: 2024-06-03
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/03/2024
Gage No.: 30683
Test No.: 2
Nuclear By: Neale Brown
Non-Bias Plan No.: 2 even
Depth: 6
Material No.: no data
Material Type: silty sand mod, BRN
Impact By: Neale Brown
Standard Count Density: 1665 g/cc
Count or Density 1: 2491 g/cc
Count or Density 2: 2370 g/cc
Count or Density 3: 2360 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 153 g/cc
Moisture Count 2: 194 g/cc
Moisture Count 3: 227 g/cc
Sum of Count or Density: 7221.00 g/cc
Average of Count or Density: 2407.00 g/cc
Sum of Moisture Count: 574.00 g/cc
Average of Moisture Count: 191.00 g/cc
Count Ratio Density: 1.45
Count Ratio Moisture: 0.29
Calculated Percent Relative Compaction: 90.5 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0X3804_37030_240603_02 | 104.94 KB | 06/03/2024 | 2024-06-03-7-1 | Info |
Test was verified on 6/3/2024 ✔