Summary for Test 2024-05-08-7-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994577 DEA: 060V7604 EFIS: 0616000220 |
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DIST-CO-RTE-PM | 06-TUL,FRE-99-51.8/R53.9,R0.0/R0.3 |
Award Date | 05/24/2023 |
Closeout Date | Not set |
Work Description | UPGRADE WATER AND WASTEWATER SYSTEMS AT ROADSIDE REST AREA. |
Location Description | TULARE AND FRESNO COUNTIES IN AND NEAR KINGSBURG FROM DODGE AVENUE OVERCROSSING TO 0.7 MILE NORTH OF MENDOCINO AVENUE OVERCROSSING |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 05/08/2024 | 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 | 05/08/2024 |
Sample type | Quality Assurance | 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 | Jason | Last name of sampler or witnessed by | Ruiz |
Title of sampler | Material 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 | Test holes at jobsite | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-05-08-7
DIME Test ID: 2024-05-08-7-2
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: 2024-05-08
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/08/2024
Gage No.: 30697
Test No.: 4
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 6 odd
Depth: 6
Material No.: no data
Material Type: sandy silty, BN, F-G
Impact By: Jason Ruiz
Standard Count Density: 1686 g/cc
Count or Density 1: 1467 g/cc
Count or Density 2: 1512 g/cc
Count or Density 3: 1468 g/cc
Standard Count Moisture: 638 g/cc
Moisture Count 1: 96 g/cc
Moisture Count 2: 105 g/cc
Moisture Count 3: 103 g/cc
Sum of Count or Density: 4447.00 g/cc
Average of Count or Density: 1482.00 g/cc
Sum of Moisture Count: 304.00 g/cc
Average of Moisture Count: 101.00 g/cc
Count Ratio Density: 0.88
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 98.1 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Warlow Rest area
Recirculating filter control Panel Foundation Elevation: FSG length: 9ft width: 9 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0V7604_37042_240508_04 | 234.21 KB | 05/08/2024 | 2024-05-08-7-2 | Info |
Test was verified on 5/8/2024 ✔