Summary for Test 2022-04-11-15-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 214573 DEA: 073096U4 EFIS: 0719000091 |
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DIST-CO-RTE-PM | 07-LA-210-R0.0/R9.7 |
Award Date | 04/03/2020 |
Closeout Date | 06/06/2024 |
Work Description | PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 06/05/2020) |
Sample Information
Sample Taken Date | 04/11/2022 | Sample Unique Key | 15 |
---|---|---|---|
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 | 04/11/2022 |
Sample type | Department Acceptance | A brief description of the sample | Aggregate Base |
The quantity of what the sample constitutes | 1914 yd2 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Rosauro | Last name of sampler or witnessed by | Nogoy |
Title of sampler | TEC | Telephone number of sampler | 2137939321 |
Laboratory sample identification | 22-0753 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Flatiron | 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 | Aggregate Base | A detailed description of where the material sample was collected | From various locations at base. |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-04-11-15
DIME Test ID: 2022-04-11-15-2
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: 2022-04-14
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Rosauro Nogoy
Date of test: 04/11/2022
In-place wet density: 2.03
Highest adjust wet density: 2.12
% Moisture: 6.3 %
Optimum Moisture: 10.3 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/14/2022 ✔