Summary for Test 2023-07-13-37-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
---|---|
DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
Award Date | 02/05/2021 |
Closeout Date | Not set |
Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
Sample Taken Date | 07/13/2023 | Sample Unique Key | 37 |
---|---|---|---|
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 | 07/13/2023 |
Sample type | Quality Assurance | A brief description of the sample | Native - Embankment |
The quantity of what the sample constitutes | 18000 sqft | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Aleksey | Last name of sampler or witnessed by | Souglobov |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-1052 | 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: 2023-07-13-37
DIME Test ID: 2023-07-13-37-1
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: 2023-07-18
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Aleksey Souglobov
Date of test: 07/13/2023
Gage No.: 67731
Test No.: 2
Nuclear By: Aleksey Souglobov
Non-Bias Plan No.: 6
Depth: 12
Material No.: Native
Material Type: Embankment
Impact By: Aleksey Souglobov
Standard Count Density: 1884 g/cc
Count or Density 1: 361 g/cc
Count or Density 2: 597 g/cc
Count or Density 3: 461 g/cc
Count or Density 4: 320 g/cc
Count or Density 5: 399 g/cc
Standard Count Moisture: 611 g/cc
Moisture Count 1: 161 g/cc
Moisture Count 2: 143 g/cc
Moisture Count 3: 171 g/cc
Moisture Count 4: 174 g/cc
Moisture Count 5: 165 g/cc
Sum of Count or Density: 2138.00 g/cc
Average of Count or Density: 428.00 g/cc
Sum of Moisture Count: 814.00 g/cc
Average of Moisture Count: 163.00 g/cc
Count Ratio Density: 0.23
Count Ratio Moisture: 0.27
Calculated Percent Relative Compaction: 93.1 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2023 ✔