Summary for Test 2023-09-26-35-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994311 DEA: 080R1704 EFIS: 0812000028 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R25.0/R50.0 |
| Award Date | 12/01/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT CSP, CSPA, SSPPA, STR CONC HW, IB, BFM, RSP, & MGS. |
| Location Description | SAN BERNARDINO COUNTY AT NEWBERRY SPRINGS AND LUDLOW FROM 1.6 MILES EAST OF FORT CADY ROAD OVERCROSSING TO CRUCERO ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
| Sample Taken Date | 09/26/2023 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 09/26/2023 |
| Sample type | Quality Assurance | A brief description of the sample | SOIL COMPACTION |
| The quantity of what the sample constitutes | 96 SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | tony | Last name of sampler or witnessed by | price |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 092620223TEST 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 |
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: 2023-09-26-35
DIME Test ID: 2023-09-26-35-1
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: 2023-09-29
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: tony price
Date of test: 09/26/2023
Gage No.: 33197
Test No.: 2
Nuclear By: TONY PRICE
Non-Bias Plan No.: 2
Depth: 8
Material No.: NATIVE
Material Type: DRAINAGE
Impact By: TONY PRICE
Standard Count Density: 1844 g/cc
Count or Density 1: 1028 g/cc
Count or Density 2: 1342 g/cc
Count or Density 3: 1340 g/cc
Standard Count Moisture: 583 g/cc
Moisture Count 1: 64 g/cc
Moisture Count 2: 78 g/cc
Moisture Count 3: 67 g/cc
Sum of Count or Density: 3710.00 g/cc
Average of Count or Density: 1237.00 g/cc
Sum of Moisture Count: 209.00 g/cc
Average of Moisture Count: 70.00 g/cc
Count Ratio Density: 0.67
Count Ratio Moisture: 0.12
Calculated Percent Relative Compaction: 87.2 %
Reported Percent Relative Compaction: 87 %
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 95%
Test was verified on 9/29/2023 ✔