Summary for Test 2024-05-01-29-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994819 DEA: 060U4304 EFIS: 0616000033 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-184-8.5/11.6 |
| Award Date | 10/26/2023 |
| Closeout Date | 01/09/2026 |
| Work Description | RESURFACE LANES AND SHOULDERS. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.1 MILE NORTH OF EDISON HIGHWAY TO 0.1 MILE NORTH OF CHASE AVENUE |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 05/01/2024 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/01/2024 | Sample type | Department Acceptance |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | 40 lbs native material |
| 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 | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Collected at jobsite | |
| 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 | CTM 231 test location | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-05-01-29
DIME Test ID: 2024-05-01-29-1
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: 2024-05-01
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/01/2024
Gage No.: 30681
Test No.: 3
Nuclear By: Neale Brown
Non-Bias Plan No.: 9 odd
Depth: 8
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1584 g/cc
Count or Density 1: 1189 g/cc
Count or Density 2: 939 g/cc
Count or Density 3: 718 g/cc
Standard Count Moisture: 613 g/cc
Moisture Count 1: 115 g/cc
Moisture Count 2: 134 g/cc
Moisture Count 3: 139 g/cc
Density: 2.08
Moisture: 0.17
Sum of Count or Density: 2846 g/cc
Average of Count or Density: 949 g/cc
Sum of Moisture Count: 388 g/cc
Average of Moisture Count: 129 g/cc
Count Ratio Density: 0.6
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 92.4 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): DS#11 to DS# 13 Sta 108+68 to 111+50 elevation: 3ft BFG width: 9ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0U4304_37029_240501_1to3 | 311.85 KB | 05/01/2024 | 2024-05-01-29-1 | Info |
Test was verified on 5/1/2024 ✔