Summary for Test 2022-05-11-6-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | 04/03/2020 |
Closeout Date | 06/06/2024 |
Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
Sample Taken Date | 05/11/2022 | Sample Unique Key | 6 |
---|---|---|---|
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 | 05/11/2022 |
Sample type | Department Acceptance | A brief description of the sample | Soil for Subgrade. |
The quantity of what the sample constitutes | 5962.5 CY | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jacinto | Last name of sampler or witnessed by | Villanueva |
Title of sampler | TEC | Telephone number of sampler | 8182096574 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Flatiron | 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 | subgrade |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From various locations at subgrade. | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-05-11-6
DIME Test ID: 2022-05-11-6-2
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: 2022-05-11
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 05/11/2022
Gage No.: 31105
Test No.: 1
Nuclear By: Jacinto Villanueva
Non-Bias Plan No.: 5
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: Jacinto Villanueva
Standard Count Density: 2239 g/cc
Count or Density 1: 2.33 g/cc
Count or Density 2: 2.19 g/cc
Count or Density 3: 2.39 g/cc
Count or Density 4: 2.26 g/cc
Count or Density 5: 2.35 g/cc
Standard Count Moisture: 595 g/cc
Moisture Count 1: 0.14 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.23 g/cc
Moisture Count 4: 0.18 g/cc
Moisture Count 5: 0.17 g/cc
Sum of Count or Density: 11.52 g/cc
Average of Count or Density: 2.3 g/cc
Sum of Moisture Count: 0.94 g/cc
Average of Moisture Count: 0.19 g/cc
Calculated Percent Relative Compaction: 98.9 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2022 ✔