Summary for Test 2024-06-06-32-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
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DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
Award Date | 10/26/2023 |
Closeout Date | Not set |
Work Description | RESURFACE LANES AND SHOULDERS. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
Sample Taken Date | 06/06/2024 | Sample Unique Key | 32 |
---|---|---|---|
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 | 06/06/2024 |
Sample type | Acceptance | A brief description of the sample | Class 2 Aggregate Base |
The quantity of what the sample constitutes | 40 lbs class 2 AB | 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 | 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: 2024-06-06-32
DIME Test ID: 2024-06-06-32-1
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: 2024-06-06
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: 06/06/2024
Gage No.: 30699
Test No.: 41
Nuclear By: Neale Brown
Non-Bias Plan No.: 3 even
Depth: 6
Material No.: no data
Material Type: Class 2 AB recycled
Impact By: Neale Brown
Standard Count Density: 1880 g/cc
Count or Density 1: 1334 g/cc
Count or Density 2: 1637 g/cc
Count or Density 3: 1585 g/cc
Count or Density 4: 1433 g/cc
Count or Density 5: 1453 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 165 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 146 g/cc
Moisture Count 4: 164 g/cc
Moisture Count 5: 182 g/cc
Density: 2.08
Moisture: 0.21
Sum of Count or Density: 7442.00 g/cc
Average of Count or Density: 1488.00 g/cc
Sum of Moisture Count: 800.00 g/cc
Average of Moisture Count: 160.00 g/cc
Count Ratio Density: 0.79
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0U4304_37029_240606_41to44 | 753.76 KB | 06/06/2024 | 2024-06-06-32-1 | Info |
Test was verified on 6/6/2024 ✔