Summary for Test 2023-11-16-34-1
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 | 11/16/2023 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/16/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 02 | The quantity of what the sample constitutes | 414Square 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 | 1116023 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: 2023-11-16-34
DIME Test ID: 2023-11-16-34-1
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: 2023-11-20
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 11/16/2023
Gage No.: 30690
Test No.: 1
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 9
Depth: 5
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1649 g/cc
Count or Density 1: 1679 g/cc
Count or Density 2: 1595 g/cc
Count or Density 3: 1619 g/cc
Standard Count Moisture: 628 g/cc
Moisture Count 1: 117 g/cc
Moisture Count 2: 115 g/cc
Moisture Count 3: 111 g/cc
Density: 2.15
Moisture: 0.15
Sum of Count or Density: 4893 g/cc
Average of Count or Density: 1631 g/cc
Sum of Moisture Count: 343 g/cc
Average of Moisture Count: 114 g/cc
Count Ratio Density: 0.99
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 95.1 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/20/2023 ✔