Summary for Test 2023-05-09-14-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994296 DEA: 07336004 EFIS: 0716000375 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-118-R1.4/1.8 |
| Award Date | 12/07/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT STORMWATER TREATMENT DEVICES. |
| Location Description | IN VENTURA COUNTY NEAR SATICOY FROM 0.2 MILE EAST OF NARDO STREET TO 0.1 MILE WEST OF SANTA CLARA RIVER |
| QA Service Level | 1 (Verified on 10/06/2022) |
Sample Information
| Sample Taken Date | 05/09/2023 | 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 | 05/09/2023 |
| Sample type | Department Acceptance | A brief description of the sample | subgrade |
| The quantity of what the sample constitutes | 97 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 | 23-0571 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | beador construction | 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
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DIME Sample ID: 2023-05-09-14
DIME Test ID: 2023-05-09-14-2
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: 2023-05-09
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: 05/09/2023
Gage No.: 60247
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: 2121 g/cc
Count or Density 1: 1.81 g/cc
Count or Density 2: 2.09 g/cc
Count or Density 3: 2.18 g/cc
Standard Count Moisture: 642 g/cc
Moisture Count 1: 0.1 g/cc
Moisture Count 2: 0.12 g/cc
Moisture Count 3: 0.13 g/cc
Sum of Count or Density: 6.08 g/cc
Average of Count or Density: 2.03 g/cc
Sum of Moisture Count: 0.35 g/cc
Average of Moisture Count: 0.12 g/cc
Calculated Percent Relative Compaction: 90.5 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/9/2023 ✔