Summary for Test 2023-02-15-17-1
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 | 02/15/2023 | Sample Unique Key | 17 |
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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 | 02/15/2023 |
Sample type | Department Acceptance | A brief description of the sample | Imported Structure Backfill |
The quantity of what the sample constitutes | 20 lbs | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Bown |
Title of sampler | Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 231 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Station 193+17 to 194+80 | 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 | |
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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: 2023-02-15-17
DIME Test ID: 2023-02-15-17-1
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: 2023-02-15
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Bown
Date of test: 02/15/2023
Gage No.: 30699
Test No.: 231
Nuclear By: Neale Brown
Non-Bias Plan No.: 3- even
Depth: 6
Material No.: no data
Material Type: brown, sitty, heavy clay with gravel
Impact By: Neale Brown
Standard Count Density: 1959 g/cc
Count or Density 1: 1447 g/cc
Count or Density 2: 1492 g/cc
Count or Density 3: 1444 g/cc
Standard Count Moisture: 627 g/cc
Moisture Count 1: 184 g/cc
Moisture Count 2: 172 g/cc
Moisture Count 3: 186 g/cc
Density: 2.22
Moisture: 0.24
Sum of Count or Density: 4383.00 g/cc
Average of Count or Density: 1461.00 g/cc
Sum of Moisture Count: 542.00 g/cc
Average of Moisture Count: 181.00 g/cc
Count Ratio Density: 0.75
Count Ratio Moisture: 0.29
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): East retaining wall back face near Abut # 1 Sta 193+17 to 194+80 elevation 318- 318.5 ft width 10 ft 6 " probe
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-442554_3700_230215_229to231 | 412.99 KB | 02/15/2023 | 2023-02-15-17-1 | Info |
Test was verified on 2/15/2023 ✔