Summary for Test 2023-09-26-38-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994311 DEA: 080R1704 EFIS: 0812000028 |
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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 | 38 |
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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 05 | 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
DIME Sample ID: 2023-09-26-38
DIME Test ID: 2023-09-26-38-1
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:: Yes
Input Type: Measured
Tester's full name: tony price
Date of test: 09/26/2023
Gage No.: 33197
Test No.: 5
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: 1797 g/cc
Count or Density 2: 2141 g/cc
Count or Density 3: 1865 g/cc
Standard Count Moisture: 583 g/cc
Moisture Count 1: 93 g/cc
Moisture Count 2: 77 g/cc
Moisture Count 3: 81 g/cc
Density: 1.69
Moisture: 0.09
Sum of Count or Density: 5803 g/cc
Average of Count or Density: 1934 g/cc
Sum of Moisture Count: 251 g/cc
Average of Moisture Count: 84 g/cc
Count Ratio Density: 1.05
Count Ratio Moisture: 0.14
Calculated Percent Relative Compaction: 75.7 %
Reported Percent Relative Compaction: 76 %
General comments (publicly viewable) (Max 1000 characters): DENSITY SPEC 95%
Test was verified on 9/29/2023 ✔