Summary for Test 2022-09-30-26-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 09/30/2022 | 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 | 09/30/2022 |
| Sample type | Quality Assurance | A brief description of the sample | SOIL |
| The quantity of what the sample constitutes | 945SQF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | FERNANDO | Last name of sampler or witnessed by | Carranza |
| Title of sampler | Caltrans Consultant | Telephone number of sampler | |
| Laboratory sample identification | 09302022 TEST 02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | omar G G |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOB SITE | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-09-30-26
DIME Test ID: 2022-09-30-26-2
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-10-03
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: FERNANDO CARRANZA
Date of test: 09/30/2022
In-place wet density: 2.22
Highest adjust wet density: 2.28
% Moisture: no data
Optimum Moisture: 1 %
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/3/2022 ✔