Summary for Test 2022-07-22-23-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
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DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
Award Date | 04/26/2021 |
Closeout Date | Not set |
Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 07/22/2022 | Sample Unique Key | 23 |
---|---|---|---|
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 | 07/22/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil for structure backfill. |
The quantity of what the sample constitutes | 594SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Zack | Last name of sampler or witnessed by | roush |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 07222022 -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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | OMAR G |
---|---|---|---|
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: 2022-07-22-23
DIME Test ID: 2022-07-22-23-1
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: 2022-07-25
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Zack roush
Date of test: 07/22/2022
Gage No.: 25577
Test No.: 1
Nuclear By: ZACH ROUSH
Non-Bias Plan No.: 2
Depth: 12
Material No.: NATIVE
Material Type: SUBGRADE
Impact By: ZACH ROUSH
Standard Count Density: 1505 g/cc
Count or Density 1: 306 g/cc
Count or Density 2: 295 g/cc
Count or Density 3: 268 g/cc
Standard Count Moisture: 636 g/cc
Moisture Count 1: 105 g/cc
Moisture Count 2: 112 g/cc
Moisture Count 3: 101 g/cc
Sum of Count or Density: 869.00 g/cc
Average of Count or Density: 290.00 g/cc
Sum of Moisture Count: 318.00 g/cc
Average of Moisture Count: 106.00 g/cc
Count Ratio Density: 0.19
Count Ratio Moisture: 0.17
Calculated Percent Relative Compaction: 92.9 %
Reported Percent Relative Compaction: 93 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/25/2022 ✔