Summary for Test 2024-05-13-24-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
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DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
Award Date | 01/23/2023 |
Closeout Date | Not set |
Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
Location Description | ON STATE ROUTE 99 |
QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
Sample Taken Date | 05/13/2024 | Sample Unique Key | 24 |
---|---|---|---|
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 | 05/13/2024 |
Sample type | Department Acceptance | A brief description of the sample | Native Borrow |
The quantity of what the sample constitutes | 40 lbs native 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 | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | SPCI | 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 | CTM 231 test location | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-05-13-24
DIME Test ID: 2024-05-13-24-1
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: 2024-05-13
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: 05/13/2024
Gage No.: 30697
Test No.: 120
Nuclear By: Jason Ruiz
Non-Bias Plan No.: 8 even
Depth: 8
Material No.: no data
Material Type: Clay, silt sand mixture, reddish, BRN
Impact By: Jason Ruiz
Standard Count Density: 1672 g/cc
Count or Density 1: 1357 g/cc
Count or Density 2: 1033 g/cc
Count or Density 3: 1087 g/cc
Standard Count Moisture: 630 g/cc
Moisture Count 1: 172 g/cc
Moisture Count 2: 193 g/cc
Moisture Count 3: 185 g/cc
Sum of Count or Density: 3477.00 g/cc
Average of Count or Density: 1159.00 g/cc
Sum of Moisture Count: 550.00 g/cc
Average of Moisture Count: 183.00 g/cc
Count Ratio Density: 0.69
Count Ratio Moisture: 0.29
Calculated Percent Relative Compaction: 89.6 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters): DS#12
Test was verified on 5/13/2024 ✔