Summary for Test 2024-07-23-40-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 995156 DEA: 070W3504 EFIS: 0722000005 |
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DIST-CO-RTE-PM | 07-LA-91-R11.7 |
Award Date | 02/06/2024 |
Closeout Date | 09/24/2024 |
Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
Location Description | LOS ANGELES COUNTY IN LONG BEACH AT ROUTE 91/710 SEPARATION |
QA Service Level | 1 (Verified on 09/25/2023) |
Sample Information
Sample Taken Date | 07/23/2024 | Sample Unique Key | 40 |
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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 | 07/24/2024 |
Sample type | Acceptance | A brief description of the sample | Structural Backfill |
The quantity of what the sample constitutes | 2 sq. yd. | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Philip | Last name of sampler or witnessed by | Maquiran |
Title of sampler | MREA | Telephone number of sampler | (626) 234-5816 |
Laboratory sample identification | 24-2160 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Myers & Sons Const. | 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 | from various location at structural backfill | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-07-23-40
DIME Test ID: 2024-07-23-40-2
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: 2024-07-24
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 07/24/2024
In-place wet density: 1.92
Highest adjust wet density: 2.13
% Moisture: 15.0 %
Optimum Moisture: 15.0 %
Relative compaction: 90
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2024 ✔