Summary for Test 2023-10-06-27-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994191 DEA: 081G8304 EFIS: 0816000079 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R100.8/R101.8 |
| Award Date | 02/07/2023 |
| Closeout Date | 08/29/2025 |
| Work Description | HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW. |
| Location Description | SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE |
| QA Service Level | 1 (Verified on 03/30/2023) |
Sample Information
| Sample Taken Date | 10/06/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 10/06/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
| The quantity of what the sample constitutes | 12600 Square Feet | 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 | 10062023 TEST 02 | 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 | Bid Item | Not set |
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: 2023-10-06-27
DIME Test ID: 2023-10-06-27-2
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: 2023-10-11
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: 10/06/2023
Gage No.: 33196
Test No.: 2
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 7
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1793 g/cc
Count or Density 1: 781 g/cc
Count or Density 2: 835 g/cc
Count or Density 3: 912 g/cc
Count or Density 4: 926 g/cc
Count or Density 5: 829 g/cc
Standard Count Moisture: 740 g/cc
Moisture Count 1: 149 g/cc
Moisture Count 2: 128 g/cc
Moisture Count 3: 135 g/cc
Moisture Count 4: 131 g/cc
Moisture Count 5: 126 g/cc
Sum of Count or Density: 4283 g/cc
Average of Count or Density: 857 g/cc
Sum of Moisture Count: 669 g/cc
Average of Moisture Count: 134 g/cc
Count Ratio Density: 0.48
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/11/2023 ✔