Summary for Test 2023-06-14-25-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993441 DEA: 07320404 EFIS: 0716000040 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-60-11.0/20.0 |
| Award Date | 03/21/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | INSTALL DPP INFILTRATION AND CONSTRUCT MAINTENANCE VEHICLE PULLOUT. |
| Location Description | LOS ANGLES COUNTY FROM 0.7 MILE EAST OF PECK ROAD UNDERCROSSING TO 0.5 MILE WEST OF NOGALES STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 12/15/2021) |
Sample Information
| Sample Taken Date | 06/14/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 06/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Subgrade |
| The quantity of what the sample constitutes | 174 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 | 23-0839 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Powell Construcion | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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
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DIME Sample ID: 2023-06-14-25
DIME Test ID: 2023-06-14-25-2
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: 2023-06-14
Test Results
Method Type:: Direct Read
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Jacinto Villanueva
Date of test: 06/14/2023
Gage No.: 60247
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 3
Depth: 5
Material No.: on site
Material Type: subgrade
Impact By: jacinto villanueva
Standard Count Density: 2132 g/cc
Count or Density 1: 2.01 g/cc
Count or Density 2: 1.95 g/cc
Count or Density 3: 1.97 g/cc
Standard Count Moisture: 643 g/cc
Moisture Count 1: 0.16 g/cc
Moisture Count 2: 0.18 g/cc
Moisture Count 3: 0.21 g/cc
Sum of Count or Density: 5.93 g/cc
Average of Count or Density: 1.98 g/cc
Sum of Moisture Count: 0.55 g/cc
Average of Moisture Count: 0.18 g/cc
Calculated Percent Relative Compaction: 90.3 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/14/2023 ✔