Summary for Test 2022-09-27-19-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
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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 | 09/27/2022 | Sample Unique Key | 19 |
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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 | 09/27/2022 |
Sample type | Quality Assurance | A brief description of the sample | SOIL |
The quantity of what the sample constitutes | 980SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | harison | Last name of sampler or witnessed by | kains |
Title of sampler | Caltrans Consultant | Telephone number of sampler | |
Laboratory sample identification | 09272022 TEST 01 | 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 |
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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
DIME Sample ID: 2022-09-27-19
DIME Test ID: 2022-09-27-19-2
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: 2022-09-28
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: harison kains
Date of test: 09/27/2022
In-place wet density: 2.17
Highest adjust wet density: 2.3
% Moisture: no data
Optimum Moisture: 1 %
Relative compaction: 94
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/28/2022 ✔