Summary for Test 2023-06-27-29-2
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 | 06/27/2023 | Sample Unique Key | 29 |
---|---|---|---|
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 | 06/27/2023 |
Sample type | Department Acceptance | A brief description of the sample | Native Material |
The quantity of what the sample constitutes | 40 lbs silt clay by mixture with grinding | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 271 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Sta 182+90 to 179+35 | 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 | Test holes at jobsite | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-27-29
DIME Test ID: 2023-06-27-29-2
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: 2023-06-27
Test Results
Method Type:: Standard Count
Number of Tests:: 5
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/27/2023
Gage No.: 30699
Test No.: 271
Nuclear By: Neale Brown
Non-Bias Plan No.: 4 even
Depth: 8
Material No.: no data
Material Type: silt clay mixture with grinding
Impact By: Neale Brown
Standard Count Density: 1939 g/cc
Count or Density 1: 1012 g/cc
Count or Density 2: 892 g/cc
Count or Density 3: 881 g/cc
Count or Density 4: 857 g/cc
Count or Density 5: 913 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 115 g/cc
Moisture Count 2: 139 g/cc
Moisture Count 3: 147 g/cc
Moisture Count 4: 162 g/cc
Moisture Count 5: 124 g/cc
Sum of Count or Density: 4555.00 g/cc
Average of Count or Density: 911.00 g/cc
Sum of Moisture Count: 687.00 g/cc
Average of Moisture Count: 137.00 g/cc
Count Ratio Density: 0.47
Count Ratio Moisture: 0.22
Calculated Percent Relative Compaction: 95.9 %
Reported Percent Relative Compaction: 96 %
General comments (publicly viewable) (Max 1000 characters): EB Hwy 46 Sta 182+90 to 179+35 elevation: FSG width 50 ft probe 8"
Test was verified on 6/27/2023 ✔