Summary for Test 2023-09-22-26-1
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 | 05/09/2025 |
| 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 | 09/22/2023 | Sample Unique Key | 26 |
|---|---|---|---|
| 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 | 09/22/2023 |
| 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 | 82 | 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 | 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 | Test holes at jobsite | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-09-22-26
DIME Test ID: 2023-09-22-26-1
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: James Watson
Date of test: 09/22/2023
Gage No.: 30681
Test No.: 82
Nuclear By: james watson
Non-Bias Plan No.: 3 even
Depth: 8
Material No.: no data
Material Type: silty sand mod, BRN and F-gravel
Impact By: Paul Klinker
Standard Count Density: 1591 g/cc
Count or Density 1: 978 g/cc
Count or Density 2: 854 g/cc
Count or Density 3: 1036 g/cc
Standard Count Moisture: 615 g/cc
Moisture Count 1: 119 g/cc
Moisture Count 2: 142 g/cc
Moisture Count 3: 115 g/cc
Sum of Count or Density: 2868 g/cc
Average of Count or Density: 956 g/cc
Sum of Moisture Count: 376 g/cc
Average of Moisture Count: 125 g/cc
Count Ratio Density: 0.6
Count Ratio Moisture: 0.2
Calculated Percent Relative Compaction: 89.8 %
Reported Percent Relative Compaction: 90 %
General comments (publicly viewable) (Max 1000 characters): Ramp Area#44 sidewalk@union ave and E. Truxton PM 3.40 elevation: FSG width: 7ft length: 30 ft probe: 8" 90% required
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_3700_230922_81&82 | 214.87 KB | 09/25/2023 | 2023-09-22-26-1 | Info |
Test was verified on 9/25/2023 ✔