Summary for Test 2022-01-04-7-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214524 DEA: 07304504 EFIS: 0714000067 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-57-R0.0/R4.5 |
| Award Date | 06/11/2020 |
| Closeout Date | 04/03/2025 |
| Work Description | CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK. |
| Location Description | LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 01/04/2022 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 01/04/2022 |
| Sample type | Department Acceptance | A brief description of the sample | NB57 lanes 2&3 sta.225+88-233+38 |
| The quantity of what the sample constitutes | 2000 sy | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sopheak | Last name of sampler or witnessed by | Chong |
| Title of sampler | TE | Telephone number of sampler | 12138170174 |
| Laboratory sample identification | 22-0013 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Company | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 22-0013 | |
| Structure name | NB57 lanes 2 and 3 | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Griffith Company |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Griffith Company | A detailed description of where the material sample was collected | Jobsite |
| Where the material sample would have been placed if not sampled | Stockpile |
Test Details
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DIME Sample ID: 2022-01-04-7
DIME Test ID: 2022-01-04-7-1
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: 2022-01-06
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Sopheak Chong
Date of test: 01/04/2022
Gage No.: 31104
Test No.: 94
Nuclear By: Sopheak Chong
Non-Bias Plan No.: 5
Depth: 3
Material No.: Import
Material Type: Aggregate base
Impact By: Sopheak Chong
Standard Count Density: 2120 g/cc
Count or Density 1: 2.273 g/cc
Count or Density 2: 2.284 g/cc
Count or Density 3: 2.265 g/cc
Count or Density 4: 2.21 g/cc
Count or Density 5: 2.316 g/cc
Standard Count Moisture: 663 g/cc
Moisture Count 1: 0.1543 g/cc
Moisture Count 2: 0.1313 g/cc
Moisture Count 3: 0.1394 g/cc
Moisture Count 4: 0.1449 g/cc
Moisture Count 5: 0.1516 g/cc
Sum of Count or Density: 11.35 g/cc
Average of Count or Density: 2.27 g/cc
Sum of Moisture Count: 0.72 g/cc
Average of Moisture Count: 0.14 g/cc
Calculated Percent Relative Compaction: 97.8 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/6/2022 ✔