Summary for Test 2024-04-11-5-1
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994872 DEA: 060X1604 EFIS: 0618000183 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58-R64.4/67.3 |
| Award Date | 08/29/2023 |
| Closeout Date | 05/09/2025 |
| Work Description | HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM. |
| Location Description | KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 04/11/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 04/11/2024 |
| 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 | Jobsite native subgrade | 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 Holes | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-04-11-5
DIME Test ID: 2024-04-11-5-1
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: 2024-04-11
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: 04/11/2024
Gage No.: 30699
Test No.: 3
Nuclear By: Neale Brown
Non-Bias Plan No.: 6 even
Depth: 8
Material No.: no data
Material Type: Clay, sand silt mixture w/f gravel /Reddish BRN
Impact By: Neale Brown
Standard Count Density: 1881 g/cc
Count or Density 1: 809 g/cc
Count or Density 2: 907 g/cc
Count or Density 3: 755 g/cc
Standard Count Moisture: 624 g/cc
Moisture Count 1: 108 g/cc
Moisture Count 2: 107 g/cc
Moisture Count 3: 115 g/cc
Density: 2.22
Moisture: 0.14
Sum of Count or Density: 2471 g/cc
Average of Count or Density: 824 g/cc
Sum of Moisture Count: 330 g/cc
Average of Moisture Count: 110 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 99.5 %
Reported Percent Relative Compaction: 100 %
General comments (publicly viewable) (Max 1000 characters): WB HWY 58 Sta 165+20.57 to 169+84.57 Lane#1 and inside shoulder Elevation: 1.95ft BFG width: 19ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X1604_37024_240411_3&4 | 206.84 KB | 04/11/2024 | 2024-04-11-5-1 | Info |
Test was verified on 4/11/2024 ✔