Summary for Test 2023-06-26-6-2
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 | 06/26/2023 | 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 | 06/26/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Native Soil- Mostly Sitty few sand, |
| 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 | 12 | 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: 2023-06-26-6
DIME Test ID: 2023-06-26-6-2
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: 2023-06-26
Test Results
Method Type:: Standard Count
Number of Tests:: 4
Common Test Maximum Used:: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/26/2023
Gage No.: 30681
Test No.: 12
Nuclear By: Neale Brown
Non-Bias Plan No.: 7 even
Depth: 8
Material No.: no data
Material Type: mostly F-M sand, few silt mod BRN
Impact By: Neale Brown
Standard Count Density: 1611 g/cc
Count or Density 1: 1128 g/cc
Count or Density 2: 947 g/cc
Count or Density 3: 1038 g/cc
Count or Density 4: 1068 g/cc
Standard Count Moisture: 617 g/cc
Moisture Count 1: 111 g/cc
Moisture Count 2: 89 g/cc
Moisture Count 3: 135 g/cc
Moisture Count 4: 118 g/cc
Sum of Count or Density: 4181 g/cc
Average of Count or Density: 1045 g/cc
Sum of Moisture Count: 453 g/cc
Average of Moisture Count: 113 g/cc
Count Ratio Density: 0.65
Count Ratio Moisture: 0.18
Calculated Percent Relative Compaction: 92.1 %
Reported Percent Relative Compaction: 92 %
General comments (publicly viewable) (Max 1000 characters): curb Ramp #9-#10 sidewalk area Elevation FSG width 5'-10' length: 30 ft probe 8"
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0W15V4_3700_230626_12&13 | 110.93 KB | 06/26/2023 | 2023-06-26-6-2 | Info |
Test was verified on 6/26/2023 ✔