Summary for Test 2023-10-19-22-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
---|---|
DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
Award Date | 06/06/2018 |
Closeout Date | Not set |
Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
Location Description | LA/SBD County Line to PM 13.2 near I-15 |
QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
Sample Taken Date | 10/19/2023 | Sample Unique Key | 22 |
---|---|---|---|
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 | 10/20/2023 |
Sample type | Quality Assurance | A brief description of the sample | SOIL |
The quantity of what the sample constitutes | 16680SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | ALESKY | Last name of sampler or witnessed by | S |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 10192023TEST 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
DIME Sample ID: 2023-10-19-22
DIME Test ID: 2023-10-19-22-1
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: 2023-10-23
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: ALESKY S
Date of test: 10/19/2023
Gage No.: 8731
Test No.: 2
Nuclear By: ALESKY S
Non-Bias Plan No.: 7
Depth: 5
Material No.: CLASS II BASE/
Material Type: AGGREGATE BASE
Impact By: ALESKY S
Standard Count Density: 1876 g/cc
Count or Density 1: 2016 g/cc
Count or Density 2: 2021 g/cc
Count or Density 3: 1982 g/cc
Count or Density 4: 2109 g/cc
Count or Density 5: 2068 g/cc
Standard Count Moisture: 614 g/cc
Moisture Count 1: 128 g/cc
Moisture Count 2: 119 g/cc
Moisture Count 3: 128 g/cc
Moisture Count 4: 134 g/cc
Moisture Count 5: 125 g/cc
Sum of Count or Density: 10196.00 g/cc
Average of Count or Density: 2039.00 g/cc
Sum of Moisture Count: 634.00 g/cc
Average of Moisture Count: 127.00 g/cc
Count Ratio Density: 1.09
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 95 %
Reported Percent Relative Compaction: 95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/23/2023 ✔