Summary for Test 2022-04-05-4-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 215050 DEA: 080R1424 EFIS: 0815000201 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R125.0/R154.6 |
| Award Date | 08/26/2020 |
| Closeout Date | 11/01/2022 |
| Work Description | ROADWAY EXCAVATION, IMPORT BORROW AND REGRADE THE MEDIAN SLOPE. |
| Location Description | SAN BERNARDINO COUNTY FROM 4.5 MILES EAST OF HOMER WASH BRIDGE TO ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 04/05/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/05/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Soil |
| The quantity of what the sample constitutes | 240 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | Francisco |
| Title of sampler | te | Telephone number of sampler | |
| Laboratory sample identification | 04052022 test 01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | |
|---|---|---|---|
| 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
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DIME Sample ID: 2022-04-05-4
DIME Test ID: 2022-04-05-4-1
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: 2022-04-06
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Larry Francisco
Date of test: 04/05/2022
Gage No.: 33197
Test No.: 1
Nuclear By: larry francisco
Non-Bias Plan No.: 1
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: LARRY FRANCISCO
Standard Count Density: 1896 g/cc
Count or Density 1: 954 g/cc
Count or Density 2: 901 g/cc
Count or Density 3: 911 g/cc
Standard Count Moisture: 589 g/cc
Moisture Count 1: 96 g/cc
Moisture Count 2: 101 g/cc
Moisture Count 3: 100 g/cc
Sum of Count or Density: 2766 g/cc
Average of Count or Density: 922 g/cc
Sum of Moisture Count: 297 g/cc
Average of Moisture Count: 99 g/cc
Count Ratio Density: 0.49
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 95.6 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2022 ✔