Summary for Test 2022-04-01-6-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
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DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
Award Date | 04/26/2021 |
Closeout Date | Not set |
Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 04/01/2022 | Sample Unique Key | 6 |
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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 | 04/01/2022 |
Sample type | Quality Assurance | A brief description of the sample | Soil for structure backfill. |
The quantity of what the sample constitutes | 63 SQF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | omar | Last name of sampler or witnessed by | G |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 04012022-01 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | AT THE JOB SITE | 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 |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | AT THE JOBSITE | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-01-6
DIME Test ID: 2022-04-01-6-2
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: 2022-04-04
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: omar G G
Date of test: 04/01/2022
In-place wet density: 2.12
Highest adjust wet density: 2.28
% Moisture: no data
Optimum Moisture: 1.0 %
Relative compaction: 93
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/4/2022 ✔