Summary for Test 2022-09-24-2-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-101-37/40 |
| Award Date | 11/17/2020 |
| Closeout Date | 09/24/2024 |
| Work Description | PADRE JUAN REHAB |
| Location Description | VEN 101 |
| QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
| Sample Taken Date | 09/24/2022 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2022 | Sample type | Department Acceptance |
| A brief description of the sample | aggregate base | The quantity of what the sample constitutes | 1445 SY |
| 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 | 22-2512 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction | |
| 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 | Aggregate Base |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | From Variouys Location at Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-09-24-2
DIME Test ID: 2022-09-24-2-2
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: 2022-09-25
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: 09/24/2022
Gage No.: 30936
Test No.: 1
Nuclear By: jacinto villanueva
Non-Bias Plan No.: 5
Depth: 7
Material No.: on site
Material Type: aggregate base
Impact By: jacinto villanueva
Standard Count Density: 1919 g/cc
Count or Density 1: 1.96 g/cc
Count or Density 2: 2.09 g/cc
Count or Density 3: 2.19 g/cc
Count or Density 4: 2.1 g/cc
Count or Density 5: 2.12 g/cc
Standard Count Moisture: 552 g/cc
Moisture Count 1: 0.2 g/cc
Moisture Count 2: 0.22 g/cc
Moisture Count 3: 0.18 g/cc
Moisture Count 4: 0.09 g/cc
Moisture Count 5: 0.1 g/cc
Sum of Count or Density: 10.46 g/cc
Average of Count or Density: 2.09 g/cc
Sum of Moisture Count: 0.79 g/cc
Average of Moisture Count: 0.16 g/cc
Calculated Percent Relative Compaction: 98.7 %
Reported Percent Relative Compaction: 99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/25/2022 ✔