Summary for Test 2023-08-24-24-1
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 | 08/24/2023 | 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 | 08/24/2023 |
| Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
| The quantity of what the sample constitutes | 18000SQFT | 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 | 008242023 TEST 01 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | skanska civil west | 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: 2023-08-24-24
DIME Test ID: 2023-08-24-24-1
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: 2023-08-30
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: 08/24/2023
Gage No.: 33196
Test No.: 1
Nuclear By: francisco Ruvaicaba Jr
Non-Bias Plan No.: 3
Depth: 8
Material No.: NATIVE
Material Type: SANDY
Impact By: francisco Ruvaicaba Jr
Standard Count Density: 1793 g/cc
Count or Density 1: 1098 g/cc
Count or Density 2: 945 g/cc
Count or Density 3: 732 g/cc
Count or Density 4: 980 g/cc
Count or Density 5: 974 g/cc
Standard Count Moisture: 751 g/cc
Moisture Count 1: 71 g/cc
Moisture Count 2: 106 g/cc
Moisture Count 3: 110 g/cc
Moisture Count 4: 107 g/cc
Moisture Count 5: 118 g/cc
Sum of Count or Density: 4729 g/cc
Average of Count or Density: 946 g/cc
Sum of Moisture Count: 512 g/cc
Average of Moisture Count: 102 g/cc
Count Ratio Density: 0.53
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 94.7 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/30/2023 ✔