Summary for Test 2023-08-24-16-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
---|---|
DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
Award Date | 12/08/2020 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
Sample Taken Date | 08/24/2023 | Sample Unique Key | 16 |
---|---|---|---|
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 | 08/24/2023 |
Sample type | Department Acceptance | A brief description of the sample | Class 2 AB |
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 | James | Last name of sampler or witnessed by | Watson |
Title of sampler | Materials Tester | Telephone number of sampler | |
Laboratory sample identification | 252 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Griffith construction | 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: 2023-08-24-16
DIME Test ID: 2023-08-24-16-1
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: 2023-08-25
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 08/24/2023
Gage No.: 30681
Test No.: 252
Nuclear By: james watson
Non-Bias Plan No.: 3 even
Depth: 5
Material No.: no data
Material Type: class 2 AB
Impact By: Neale Brown
Standard Count Density: 1612 g/cc
Count or Density 1: 1563 g/cc
Count or Density 2: 1873 g/cc
Count or Density 3: 1753 g/cc
Standard Count Moisture: 616 g/cc
Moisture Count 1: 140 g/cc
Moisture Count 2: 100 g/cc
Moisture Count 3: 109 g/cc
Density: 2.05
Moisture: 0.15
Sum of Count or Density: 5189.00 g/cc
Average of Count or Density: 1730.00 g/cc
Sum of Moisture Count: 349.00 g/cc
Average of Moisture Count: 116.00 g/cc
Count Ratio Density: 1.07
Count Ratio Moisture: 0.19
Calculated Percent Relative Compaction: 96.2 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): Pan 2 Gore Area sta 470+00 to 471+25 elevation: 0.50ft BFG width6ft 15ft probe 5"
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0Q9204_37035_230825_251&252 | 216.21 KB | 08/25/2023 | 2023-08-24-16-1 | Info |
Test was verified on 8/25/2023 ✔