Summary for Test 2023-02-13-8-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
---|---|
DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
Award Date | 01/08/2021 |
Closeout Date | Not set |
Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
Sample Taken Date | 02/13/2023 | Sample Unique Key | 8 |
---|---|---|---|
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 | 02/13/2023 |
Sample type | Department Acceptance | A brief description of the sample | Imported Structure Backfill |
The quantity of what the sample constitutes | 25 LBS | From where was the sample collected | Job Site |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
Title of sampler | Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 219 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sta 187+50 to 190+56 | 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 | Jobsite - Compacted Structure Backfill | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-02-13-8
DIME Test ID: 2023-02-13-8-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
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: 2023-02-13
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 02/13/2023
Gage No.: 30683
Test No.: 219
Nuclear By: James Watson
Non-Bias Plan No.: 1 - odd
Depth: 6
Material No.: no data
Material Type: Import Borrow
Impact By: James Watson
Standard Count Density: 1686 g/cc
Count or Density 1: 1361 g/cc
Count or Density 2: 1311 g/cc
Count or Density 3: 1439 g/cc
Standard Count Moisture: 649 g/cc
Moisture Count 1: 133 g/cc
Moisture Count 2: 141 g/cc
Moisture Count 3: 139 g/cc
Density: 2.22
Moisture: 0.17
Sum of Count or Density: 4111.00 g/cc
Average of Count or Density: 1370.00 g/cc
Sum of Moisture Count: 413.00 g/cc
Average of Moisture Count: 138.00 g/cc
Count Ratio Density: 0.81
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 99.6 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): West Ret. wall back face near abut #2 sta 187to 190+56
elev. 320 to 320.5 width 10 ft
Test was verified on 2/13/2023 ✔