Summary for Test 2023-06-20-11-2
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 | 06/20/2023 | 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 | 06/20/2023 |
Sample type | 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 | Materials Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 7 | 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: 2023-06-20-11
DIME Test ID: 2023-06-20-11-2
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: 2023-06-20
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: 06/20/2023
Gage No.: 30699
Test No.: 7
Nuclear By: Neale Brown
Non-Bias Plan No.: 3-even
Depth: 8
Material No.: no data
Material Type: Sand/base mixture
Impact By: James Watson
Standard Count Density: 1936 g/cc
Count or Density 1: 1025 g/cc
Count or Density 2: 1093 g/cc
Count or Density 3: 1042 g/cc
Standard Count Moisture: 625 g/cc
Moisture Count 1: 150 g/cc
Moisture Count 2: 164 g/cc
Moisture Count 3: 155 g/cc
Sum of Count or Density: 3160.00 g/cc
Average of Count or Density: 1053.00 g/cc
Sum of Moisture Count: 469.00 g/cc
Average of Moisture Count: 156.00 g/cc
Count Ratio Density: 0.54
Count Ratio Moisture: 0.25
Calculated Percent Relative Compaction: 93.6 %
Reported Percent Relative Compaction: 94 %
General comments (publicly viewable) (Max 1000 characters): Curb Ramp #7 Roadway/curb and gutter Elevation: FSG width: 5 ft length= 25 ft probe 8"
Test was verified on 6/20/2023 ✔