Summary for Test 2023-11-01-28-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 994112 DEA: 060X0804 EFIS: 0618000017 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-178-12.6/55.4 |
| Award Date | 09/29/2022 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE SYSTEMS, CURED-IN PLACE-PIPELINERS. |
| Location Description | KERN COUNTY NEAR BAKERSFIELD AT VARIOURS LOCATIONS FROM 1.6 MILES EAST OF RANCHERIA ROAD TO VISTA GRANDE DRIVE |
| QA Service Level | 1 (Verified on 07/14/2022) |
Sample Information
| Sample Taken Date | 11/01/2023 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 11/01/2023 |
| Sample type | Quality Assurance | A brief description of the sample | decomposed granite brown fine and medium grained blended with silty sand trace of fine gravel |
| The quantity of what the sample constitutes | 40 lbs native existing material | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jason | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Collected at jobsite | 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: 2023-11-01-28
DIME Test ID: 2023-11-01-28-2
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-11-01
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 11/01/2023
In-place wet density: 1.99
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 89
General comments (publicly viewable) (Max 1000 characters): WB Hwy 178 DS# 14 PM 16.35 Footing headwall length: 8ft width: 4 ft
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0X0804_37030_231101_1_Compaction | 110.43 KB | 11/01/2023 | 2023-11-01-28-2 | Info |
Test was verified on 11/1/2023 ✔