Summary for Test 2023-03-28-24-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-R96.1/R124.3 |
| Award Date | 08/02/2022 |
| Closeout Date | 02/23/2024 |
| Work Description | IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE. |
| Location Description | SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/30/2022) |
Sample Information
| Sample Taken Date | 03/28/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 03/28/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
| The quantity of what the sample constitutes | 20000SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | francisco | Last name of sampler or witnessed by | Ruvaicaba |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 03282023 TEST 02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Company | 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
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: 2023-03-28-24
DIME Test ID: 2023-03-28-24-1
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: 2023-04-03
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 03/28/2023
Gage No.: 30690
Test No.: 2
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 2
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: fernando carranza
Standard Count Density: 1672 g/cc
Count or Density 1: 1171 g/cc
Count or Density 2: 1041 g/cc
Count or Density 3: 4047 g/cc
Count or Density 4: 1026 g/cc
Count or Density 5: 1036 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 73 g/cc
Moisture Count 2: 61 g/cc
Moisture Count 3: 58 g/cc
Moisture Count 4: 54 g/cc
Moisture Count 5: 59 g/cc
Sum of Count or Density: 8321 g/cc
Average of Count or Density: 1664 g/cc
Sum of Moisture Count: 305 g/cc
Average of Moisture Count: 61 g/cc
Count Ratio Density: 1
Count Ratio Moisture: 0.1
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 90%
Test was verified on 4/3/2023 ✔