Summary for Test 2024-02-23-42-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 02/23/2024 | Sample Unique Key | 42 |
|---|---|---|---|
| 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 | 02/23/2024 |
| Sample type | Quality Assurance | A brief description of the sample | SOIL COMPACTION |
| The quantity of what the sample constitutes | 2 6x12 cylinders | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
| Title of sampler | Telephone number of sampler | 5102077252 | |
| Laboratory sample identification | Rich_24_009 | Linked DIME Sample ID | 2024-03-06-24 |
| The fabricator/manufacturer/facility name | Native soil | 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 | Job site | |
| Where the material sample would have been placed if not sampled | yes |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-02-23-42
DIME Test ID: 2024-02-23-42-2
Testing Lab: CT D04 - Richmond 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: 2024-03-29
Test Results
Method Type:: Standard Count
Number of Tests:: 1
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: IGNACIO ARECHIGA
Date of test: 02/23/2024
Gage No.: 691
Test No.: Rich_24_009
Nuclear By: Ignacio Arechiga
Non-Bias Plan No.: 6
Depth: 8"
Material No.: no data
Material Type: Subgrade
Impact By: Ignacio Arechiga
Standard Count Density: 32386 g/cc
Count or Density 1: 26318 g/cc
Standard Count Moisture: 38713 g/cc
Moisture Count 1: 23871 g/cc
Sum of Count or Density: 26318.00 g/cc
Average of Count or Density: 26318.00 g/cc
Sum of Moisture Count: 23871.00 g/cc
Average of Moisture Count: 23871.00 g/cc
Count Ratio Density: 0.81
Count Ratio Moisture: 0.62
Calculated Percent Relative Compaction: 93 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2024 ✔