Summary for Test 2023-11-01-28-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994112 DEA: 060X0804 EFIS: 0618000017 |
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DIST-CO-RTE-PM | 06-KER-178-12.6/55.4 |
Award Date | 09/29/2022 |
Closeout Date | Not set |
Work Description | REPLACE DRAINAGE SYSTEMS, CURED-IN PLACE-PIPELINERS. |
Location Description | KERN COUNTY NEAR BAKERSFIELD AT VARIOURS LOCATIONS FROM 1.6 MILES EAST OF RANCHERIA ROAD TO VISTA GRANDE DRIVE |
QA Service Level | 1 (Verified on 07/14/2022) |
Sample Information
Sample Taken Date | 11/01/2023 | Sample Unique Key | 28 |
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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 | 11/01/2023 |
Sample type | Quality Assurance | A brief description of the sample | decomposed granite brown fine and medium grained blended with silty sand trace of fine gravel |
The quantity of what the sample constitutes | 40 lbs native existing 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 | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | 1 | 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 | |
---|---|---|---|
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: 2023-11-01-28
DIME Test ID: 2023-11-01-28-1
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: 2023-11-01
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: 11/01/2023
Gage No.: 30681
Test No.: 1
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 8 even
Depth: 6
Material No.: no data
Material Type: decomposed granite brown fine to medium grained blended with silty sand trace of fine gravel
Impact By: Jason Ruiz
Standard Count Density: 1593 g/cc
Count or Density 1: 1644 g/cc
Count or Density 2: 1445 g/cc
Count or Density 3: 1884 g/cc
Standard Count Moisture: 618 g/cc
Moisture Count 1: 93 g/cc
Moisture Count 2: 114 g/cc
Moisture Count 3: 81 g/cc
Sum of Count or Density: 4973.00 g/cc
Average of Count or Density: 1658.00 g/cc
Sum of Moisture Count: 288.00 g/cc
Average of Moisture Count: 96.00 g/cc
Count Ratio Density: 1.04
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 88.8 %
Reported Percent Relative Compaction: 89 %
General comments (publicly viewable) (Max 1000 characters): WB Hwy 178 DS# 14 PM 16.35 Footing headwall length: 8ft width: 4 ft
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0X0804_37030_231101_1_Compaction | 110.43 KB | 11/01/2023 | 2023-11-01-28-1 | Info |
Test was verified on 11/1/2023 ✔