Summary for Test 2022-06-30-9-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
| Award Date | 04/26/2021 |
| Closeout Date | 06/09/2025 |
| Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
| Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 06/30/2022 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/30/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil for structure backfill. |
| The quantity of what the sample constitutes | 442 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Julius | Last name of sampler or witnessed by | E |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 06302022-01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AT THE JOB SITE | 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 | OMAR G |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
| 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: 2022-06-30-9
DIME Test ID: 2022-06-30-9-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
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: 2022-07-01
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Julius E
Date of test: 06/30/2022
Gage No.: 36636
Test No.: 1
Nuclear By: JULIUS E
Non-Bias Plan No.: 2
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: JULIUS E
Standard Count Density: 1822 g/cc
Count or Density 1: 1325 g/cc
Count or Density 2: 980 g/cc
Count or Density 3: 987 g/cc
Standard Count Moisture: 650 g/cc
Moisture Count 1: 97 g/cc
Moisture Count 2: 134 g/cc
Moisture Count 3: 116 g/cc
Sum of Count or Density: 3292 g/cc
Average of Count or Density: 1097 g/cc
Sum of Moisture Count: 347 g/cc
Average of Moisture Count: 116 g/cc
Count Ratio Density: 0.6
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 94.2 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2022 ✔