Summary for Test 2023-04-27-15-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
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DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
Award Date | 02/24/2022 |
Closeout Date | 02/26/2024 |
Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
Sample Taken Date | 04/27/2023 | Sample Unique Key | 15 |
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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 | 04/27/2023 |
Sample type | Department 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 | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 51 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sta 24+86 to 20+36 | 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: 2023-04-27-15
DIME Test ID: 2023-04-27-15-1
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: 2023-04-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/27/2023
Gage No.: 30683
Test No.: 51
Nuclear By: Neale Brown
Non-Bias Plan No.: 3- odd
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: Neale Brown
Standard Count Density: 1965 g/cc
Count or Density 1: 849 g/cc
Count or Density 2: 777 g/cc
Count or Density 3: 852 g/cc
Count or Density 4: 824 g/cc
Count or Density 5: 929 g/cc
Standard Count Moisture: 653 g/cc
Moisture Count 1: 164 g/cc
Moisture Count 2: 183 g/cc
Moisture Count 3: 160 g/cc
Moisture Count 4: 144 g/cc
Moisture Count 5: 141 g/cc
Density: 2.32
Moisture: 0.20
Sum of Count or Density: 4231.00 g/cc
Average of Count or Density: 846.00 g/cc
Sum of Moisture Count: 792.00 g/cc
Average of Moisture Count: 158.00 g/cc
Count Ratio Density: 0.43
Count Ratio Moisture: 0.24
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): East sunset Blvd leg sta 24+86 to 20+36 elevation .75 BFG width 40ft probe8"
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0V2804_37016_230427_51to52 | 156.59 KB | 04/27/2023 | 2023-04-27-15-1 | Info |
Test was verified on 4/27/2023 ✔