Summary for Test 2023-07-12-28-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 07/12/2023 | Sample Unique Key | 28 |
---|---|---|---|
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 | 07/12/2023 |
Sample type | Quality Assurance | A brief description of the sample | Subgrade - Native Soil |
The quantity of what the sample constitutes | 13000 sqft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Fernando | Last name of sampler or witnessed by | Carranza |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-1034 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | n/a | 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 Holes | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-07-12-28
DIME Test ID: 2023-07-12-28-1
Testing Lab: Alta Vista Solutions - Whittier
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: 2023-07-14
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Fernando Carranza
Date of test: 07/12/2023
Gage No.: 25577
Test No.: 1
Nuclear By: Fernando Carranza
Non-Bias Plan No.: 3
Depth: 5
Material No.: Native Soil
Material Type: Subgrade
Impact By: Fernando Carranza
Standard Count Density: 1488 g/cc
Count or Density 1: 1628 g/cc
Count or Density 2: 1567 g/cc
Count or Density 3: 1461 g/cc
Count or Density 4: 1504 g/cc
Count or Density 5: 1760 g/cc
Standard Count Moisture: 631 g/cc
Moisture Count 1: 134 g/cc
Moisture Count 2: 182 g/cc
Moisture Count 3: 137 g/cc
Moisture Count 4: 190 g/cc
Moisture Count 5: 183 g/cc
Sum of Count or Density: 7920.00 g/cc
Average of Count or Density: 1584.00 g/cc
Sum of Moisture Count: 826.00 g/cc
Average of Moisture Count: 165.00 g/cc
Count Ratio Density: 1.06
Count Ratio Moisture: 0.26
Calculated Percent Relative Compaction: 95.4 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/14/2023 ✔