Summary for Test 2023-04-13-9-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994078 DEA: 060X7604 EFIS: 0618000129 |
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DIST-CO-RTE-PM | 06-KER-119-0.2/0.6 |
Award Date | 09/26/2022 |
Closeout Date | 04/08/2024 |
Work Description | INSTALL LEFT-TURN CHANNELIZATIONS, CONSTRUCT WIDENING, RHMA OVERLAY. |
Location Description | KERN COUNTY IN TAFT FROM 0.1 MILE NORTH OF GARDNER FIELD ROAD TO 0.5 MILE SOUTH OF ASH STREET |
QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
Sample Taken Date | 04/13/2023 | Sample Unique Key | 9 |
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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 | 04/12/2023 |
Sample type | Acceptance | A brief description of the sample | Class 2 AB |
The quantity of what the sample constitutes | 40 lbs | From where was the sample collected | Job Site |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
Title of sampler | TESTER | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 6 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | EB Hwy 119 , Sta 55+60 to 62+90 | 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: 2023-04-13-9
DIME Test ID: 2023-04-13-9-1
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: 2023-04-13
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 04/13/2023
Gage No.: 30699
Test No.: 6
Nuclear By: James Watson
Non-Bias Plan No.: 4- even
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: James Watson
Standard Count Density: 1943 g/cc
Count or Density 1: 748 g/cc
Count or Density 2: 721 g/cc
Count or Density 3: 792 g/cc
Count or Density 4: 774 g/cc
Count or Density 5: 757 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 95 g/cc
Moisture Count 2: 100 g/cc
Moisture Count 3: 106 g/cc
Moisture Count 4: 107 g/cc
Moisture Count 5: 92 g/cc
Density: 2.35
Moisture: 0.12
Sum of Count or Density: 3792.00 g/cc
Average of Count or Density: 758.00 g/cc
Sum of Moisture Count: 500.00 g/cc
Average of Moisture Count: 100.00 g/cc
Count Ratio Density: 0.39
Count Ratio Moisture: 0.16
Calculated Percent Relative Compaction: 98.3 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Eb Hwy 119 Sta 55+60 to 62+90 elevation: .65 ft BFG width: 8 ft - 17' probe 8"
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06_0X7604_37000_230413_05&06_CTM231_216 | 233.35 KB | 04/13/2023 | 2023-04-13-9-1 | Info |
Test was verified on 4/13/2023 ✔