Summary for Test 2023-06-21-6-2
Test performed: CTM 231-March 2013Project Information
| Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
| Award Date | 10/06/2022 |
| Closeout Date | Not set |
| Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
| Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
| QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/21/2023 |
| Sample type | Acceptance | A brief description of the sample | Native Soil |
| The quantity of what the sample constitutes | 40 lbs class 2 AB | 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 | Materials Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 8 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | none | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-06-21-6
DIME Test ID: 2023-06-21-6-2
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: 2023-06-21
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: 06/21/2023
Gage No.: 30699
Test No.: 8
Nuclear By: Neale Brown
Non-Bias Plan No.: 4- odd
Depth: 8
Material No.: no data
Material Type: Class 2 AB
Impact By: Neale Brown
Standard Count Density: 1946 g/cc
Count or Density 1: 1063 g/cc
Count or Density 2: 1049 g/cc
Count or Density 3: 1059 g/cc
Standard Count Moisture: 620 g/cc
Moisture Count 1: 145 g/cc
Moisture Count 2: 118 g/cc
Moisture Count 3: 126 g/cc
Sum of Count or Density: 3171.00 g/cc
Average of Count or Density: 1057.00 g/cc
Sum of Moisture Count: 389.00 g/cc
Average of Moisture Count: 130.00 g/cc
Count Ratio Density: 0.54
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 98.1 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Curb Ramp # 7 roadway section elevation: Finished base width : 2 ft length 50 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_3700_230621_8 | 107.48 KB | 06/21/2023 | 2023-06-21-6-2 | Info |
Test was verified on 6/21/2023 ✔