Summary for Test 2023-04-25-18-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 993482 DEA: 060V2804 EFIS: 0616000124 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-L0.9/L1.1 |
| Award Date | 02/24/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | PLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS. |
| Location Description | KERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD |
| QA Service Level | 1 (Verified on 01/03/2022) |
Sample Information
| Sample Taken Date | 04/25/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 04/25/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Class 2 AB |
| The quantity of what the sample constitutes | 40 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 | 46 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | truck approach Sta 10+00 to 13+77 | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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
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DIME Sample ID: 2023-04-25-18
DIME Test ID: 2023-04-25-18-1
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: 2023-04-26
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: 04/25/2023
Gage No.: 30681
Test No.: 46
Nuclear By: Neale Brown
Non-Bias Plan No.: 2-even
Depth: 6
Material No.: no data
Material Type: Class 2 AB
Impact By: Neale Brown
Standard Count Density: 1623 g/cc
Count or Density 1: 1196 g/cc
Count or Density 2: 1257 g/cc
Count or Density 3: 1059 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 130 g/cc
Moisture Count 2: 111 g/cc
Moisture Count 3: 132 g/cc
Sum of Count or Density: 3512 g/cc
Average of Count or Density: 1171 g/cc
Sum of Moisture Count: 373 g/cc
Average of Moisture Count: 124 g/cc
Count Ratio Density: 0.72
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 100 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): Truck approach Sta 10+00 to 13+77 elevation: FG width 15ft probe 6"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0V2804_370106_230425_45&46 | 118.51 KB | 04/26/2023 | 2023-04-25-18-1 | Info |
Test was verified on 4/26/2023 ✔