Summary for Test 2022-10-03-43-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
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DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
Award Date | 02/05/2021 |
Closeout Date | Not set |
Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
Sample Taken Date | 10/03/2022 | Sample Unique Key | 43 |
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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 | 10/03/2022 |
Sample type | Department Acceptance | A brief description of the sample | Structure Backfill Material |
The quantity of what the sample constitutes | 11 sq. yd. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | PHILIP B | Last name of sampler or witnessed by | MAQUIRAN |
Title of sampler | MREA | Telephone number of sampler | 2133581518 |
Laboratory sample identification | 22-2601 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | OHL USA | 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 | |
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The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | from various location at structural backfill | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-10-03-43
DIME Test ID: 2022-10-03-43-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-10-12
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 10/03/2022
In-place wet density: 2.19
Highest adjust wet density: 2.3
% Moisture: 9.0 %
Optimum Moisture: 11.0 %
Relative compaction: 95
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2022 ✔