Summary for Test 2022-12-14-13-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994068 DEA: 081C7204 EFIS: 0813000003 |
---|---|
DIST-CO-RTE-PM | 08-SBD-15-R96.1/R124.3 |
Award Date | 08/02/2022 |
Closeout Date | 02/23/2024 |
Work Description | IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE. |
Location Description | SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 09/30/2022) |
Sample Information
Sample Taken Date | 12/14/2022 | Sample Unique Key | 13 |
---|---|---|---|
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 | 12/14/2022 |
Sample type | Quality Assurance | A brief description of the sample | CTM231 TEST 01 |
The quantity of what the sample constitutes | 264SQF | 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 | 12142022 TEST 01 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite Construction Company | 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: 2022-12-14-13
DIME Test ID: 2022-12-14-13-1
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: 2022-12-19
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: 12/14/2022
Gage No.: 33197
Test No.: 1
Nuclear By: TONY PRICE
Non-Bias Plan No.: 2
Depth: 8
Material No.: IMPORT
Material Type: DRAINAGE
Impact By: TONY PRICE
Standard Count Density: 1853 g/cc
Count or Density 1: 1038 g/cc
Count or Density 2: 1102 g/cc
Count or Density 3: 1104 g/cc
Standard Count Moisture: 583 g/cc
Moisture Count 1: 63 g/cc
Moisture Count 2: 61 g/cc
Moisture Count 3: 37 g/cc
Sum of Count or Density: 3244.00 g/cc
Average of Count or Density: 1081.00 g/cc
Sum of Moisture Count: 161.00 g/cc
Average of Moisture Count: 54.00 g/cc
Count Ratio Density: 0.58
Count Ratio Moisture: 0.09
Calculated Percent Relative Compaction: 90.8 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): dendity spec 905
Test was verified on 12/19/2022 ✔