Summary for Test 2023-09-05-30-1
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 | 09/05/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/05/2023 | Sample type | Quality Assurance |
| A brief description of the sample | CTM231 TEST 01 | The quantity of what the sample constitutes | 15600 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 | 09052023 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 | ||
| 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: 2023-09-05-30
DIME Test ID: 2023-09-05-30-1
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: 2023-09-08
Test Results
Method Type:: Direct Read
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: francisco Ruvaicaba Jr.
Date of test: 09/05/2023
Gage No.: 33196
Test No.: 1
Nuclear By: fernando carranza
Non-Bias Plan No.: 4
Depth: 8
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1774 g/cc
Count or Density 1: 1116 g/cc
Count or Density 2: 1191 g/cc
Count or Density 3: 1049 g/cc
Count or Density 4: 860 g/cc
Count or Density 5: 1125 g/cc
Standard Count Moisture: 747 g/cc
Moisture Count 1: 83 g/cc
Moisture Count 2: 128 g/cc
Moisture Count 3: 113 g/cc
Moisture Count 4: 138 g/cc
Moisture Count 5: 65 g/cc
Sum of Count or Density: 5341 g/cc
Average of Count or Density: 1068.2 g/cc
Sum of Moisture Count: 527 g/cc
Average of Moisture Count: 105.4 g/cc
Calculated Percent Relative Compaction: 94.5 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/8/2023 ✔