Summary for Test 2023-07-19-11-2
Test performed: CTM 231-March 2013Project Information
Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
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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 | 07/19/2023 | Sample Unique Key | 11 |
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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 | 07/19/2023 |
Sample type | Department Acceptance | A brief description of the sample | Existing blended with base |
The quantity of what the sample constitutes | 40 lbs Native | From where was the sample collected | Job Site |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 28 | 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
DIME Sample ID: 2023-07-19-11
DIME Test ID: 2023-07-19-11-2
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: 2023-07-19
Test Results
Method Type:: Standard Count
Number of Tests:: 3
Common Test Maximum Used:: Yes
Input Type: Measured
Tester's full name: James Watson
Date of test: 07/19/2023
Gage No.: 30699
Test No.: 28
Nuclear By: james watson
Non-Bias Plan No.: 3 odd
Depth: 8
Material No.: no data
Material Type: existing ab blend
Impact By: james watson
Standard Count Density: 1923 g/cc
Count or Density 1: 1054 g/cc
Count or Density 2: 1049 g/cc
Count or Density 3: 1249 g/cc
Standard Count Moisture: 619 g/cc
Moisture Count 1: 99 g/cc
Moisture Count 2: 144 g/cc
Moisture Count 3: 85 g/cc
Density: 2.01
Moisture: 0.14
Sum of Count or Density: 3352.00 g/cc
Average of Count or Density: 1117.00 g/cc
Sum of Moisture Count: 328.00 g/cc
Average of Moisture Count: 109.00 g/cc
Count Ratio Density: 0.58
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 90.9 %
Reported Percent Relative Compaction: 91 %
General comments (publicly viewable) (Max 1000 characters): Ramp#12 curb and gutter @ PM 2.33 elevation: 0.75ft width: 8ft length: 20ft to 39ft 8" probe
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0W15V4_3700_230719_28&29 | 213.01 KB | 07/19/2023 | 2023-07-19-11-2 | Info |
Test was verified on 7/19/2023 ✔