Summary for Test 2023-02-08-3-1
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
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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 | 02/08/2023 | Sample Unique Key | 3 |
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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 | 02/08/2023 |
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 | Neale | Last name of sampler or witnessed by | Brown |
Title of sampler | Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 213A Retest 213 | 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 | AT THE JOBSITE | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-02-08-3
DIME Test ID: 2023-02-08-3-1
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: 2023-02-08
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 02/08/2023
Gage No.: 30699
Test No.: 213A retest 213
Nuclear By: Neale Brown
Non-Bias Plan No.: 5- odd
Depth: 6
Material No.: no data
Material Type: Import Borrow
Impact By: Neale Brown
Standard Count Density: 1947 g/cc
Count or Density 1: 1425 g/cc
Count or Density 2: 1598 g/cc
Count or Density 3: 1414 g/cc
Standard Count Moisture: 626 g/cc
Moisture Count 1: 140 g/cc
Moisture Count 2: 140 g/cc
Moisture Count 3: 161 g/cc
Sum of Count or Density: 4437.00 g/cc
Average of Count or Density: 1479.00 g/cc
Sum of Moisture Count: 441.00 g/cc
Average of Moisture Count: 147.00 g/cc
Count Ratio Density: 0.76
Count Ratio Moisture: 0.23
Calculated Percent Relative Compaction: 97.4 %
Reported Percent Relative Compaction: 97 %
General comments (publicly viewable) (Max 1000 characters): CTM 216 Max 2.28
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
---|---|---|---|---|---|
06-0R1904_3700_230208_213A | 140.83 KB | 02/08/2023 | 2023-02-08-3-1 | Info |
Test was verified on 2/8/2023 ✔