Summary for Test 2023-01-23-19-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 993607 DEA: 07322604 EFIS: 0716000057 |
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DIST-CO-RTE-PM | 07-LA-210-R41.3/R44.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | CONSTRUCT POLLUTION INFILTRATION AREAS AND AUSTIN VAULT SAND FILTER. |
Location Description | LOS ANGELES COUNTY IN GLENDORA AT VARIOUS LOCATIONS FROM 0.2 MILE EAST OF BARRANCA AVENUE OVERCROSSING TO 0.1 MILE WEST OF AMELIA AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
Sample Taken Date | 01/23/2023 | Sample Unique Key | 19 |
---|---|---|---|
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 | 01/23/2023 |
Sample type | Quality Assurance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 1440 sq. ft. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Manuel | Last name of sampler or witnessed by | Uy |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-0057 | 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: 2023-01-23-19
DIME Test ID: 2023-01-23-19-1
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: 2023-01-26
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Manuel Uy
Date of test: 01/23/2023
Gage No.: 30515
Test No.: 1
Nuclear By: Manuel Uy
Non-Bias Plan No.: 5
Depth: 12
Material No.: Native
Material Type: Structural Backfill
Impact By: Manuel Uy
Standard Count Density: 3065 g/cc
Count or Density 1: 738 g/cc
Count or Density 2: 779 g/cc
Count or Density 3: 784 g/cc
Standard Count Moisture: 1070 g/cc
Moisture Count 1: 302 g/cc
Moisture Count 2: 314 g/cc
Moisture Count 3: 292 g/cc
Sum of Count or Density: 2301.00 g/cc
Average of Count or Density: 767.00 g/cc
Sum of Moisture Count: 908.00 g/cc
Average of Moisture Count: 303.00 g/cc
Count Ratio Density: 0.25
Count Ratio Moisture: 0.28
Calculated Percent Relative Compaction: 93.1 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/26/2023 ✔