Summary for Test 2023-09-25-8-1
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 | 09/25/2023 | Sample Unique Key | 8 |
|---|---|---|---|
| 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 | 09/25/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Brown, sandy-silt, some clay and gravel |
| 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 | James | Last name of sampler or witnessed by | Watson |
| Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
| Laboratory sample identification | 83 | 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: 2023-09-25-8
DIME Test ID: 2023-09-25-8-1
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: 2023-09-25
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: 09/25/2023
Gage No.: 30699
Test No.: 83
Nuclear By: Neale Brown
Non-Bias Plan No.: 3 odd
Depth: 8
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Neale Brown
Standard Count Density: 1908 g/cc
Count or Density 1: 799 g/cc
Count or Density 2: 803 g/cc
Count or Density 3: 894 g/cc
Standard Count Moisture: 631 g/cc
Moisture Count 1: 138 g/cc
Moisture Count 2: 141 g/cc
Moisture Count 3: 111 g/cc
Sum of Count or Density: 2496 g/cc
Average of Count or Density: 832 g/cc
Sum of Moisture Count: 390 g/cc
Average of Moisture Count: 130 g/cc
Count Ratio Density: 0.44
Count Ratio Moisture: 0.21
Calculated Percent Relative Compaction: 98.2 %
Reported Percent Relative Compaction: 98 %
General comments (publicly viewable) (Max 1000 characters): Ramp Area#44 curb and gutter@union ave and E. Truxton PM 3.40 elevation: FSG width: 2.5ft length: 35 ft probe: 8" 95% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_3700_230925_83 | 106.45 KB | 09/25/2023 | 2023-09-25-8-1 | Info |
Test was verified on 9/25/2023 ✔