Summary for Test 2022-06-23-14-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 215221 DEA: 07332604 EFIS: 0716000287 |
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DIST-CO-RTE-PM | 07-LA-10-R12.4/14.9 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING. |
Location Description | THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION |
QA Service Level | 1 (Verified on 03/19/2021) |
Sample Information
Sample Taken Date | 06/23/2022 | Sample Unique Key | 14 |
---|---|---|---|
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 | 06/24/2022 |
Sample type | Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 14773 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 22-1518 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | 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 | Aggregate Base |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-06-23-14
DIME Test ID: 2022-06-23-14-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2022-06-24
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 06/24/2022
Gage No.: 63091
Test No.: no data
Nuclear By: Michelangelo Sese
Non-Bias Plan No.: 7
Depth: 9
Material No.: no data
Material Type: Aggregate Base
Impact By: Michelangelo Sese
Standard Count Density: 1608 g/cc
Count or Density 1: 1.98 g/cc
Count or Density 2: 1.94 g/cc
Count or Density 3: 1.85 g/cc
Count or Density 4: 2.02 g/cc
Count or Density 5: 1.99 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.12 g/cc
Moisture Count 2: 0.11 g/cc
Moisture Count 3: 0.12 g/cc
Moisture Count 4: 0.12 g/cc
Moisture Count 5: 0.14 g/cc
Sum of Count or Density: 9.78 g/cc
Average of Count or Density: 1.96 g/cc
Sum of Moisture Count: 0.61 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/24/2022 ✔