Summary for Test 2022-08-18-14-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 993116 DEA: 07320004 EFIS: 0716000029 |
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DIST-CO-RTE-PM | 07-LA-14-R31.4/36.5 |
Award Date | 09/08/2021 |
Closeout Date | 11/01/2023 |
Work Description | INSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING. |
Location Description | LOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING |
QA Service Level | 1 (Verified on 07/12/2021) |
Sample Information
Sample Taken Date | 08/18/2022 | Sample Unique Key | 14 |
---|---|---|---|
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 | 08/18/2022 |
Sample type | Department Acceptance | A brief description of the sample | Class 3 Aggregate Base |
The quantity of what the sample constitutes | 1300 SF | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Michelangelo | Last name of sampler or witnessed by | Sese |
Title of sampler | TET | Telephone number of sampler | 310-345-6204 |
Laboratory sample identification | 22-2172 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | NA | 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 | Aggregate Base |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Various locations | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-08-18-14
DIME Test ID: 2022-08-18-14-2
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: 2022-08-19
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Michelangelo Sese
Date of test: 08/18/2022
In-place wet density: 2.06
Highest adjust wet density: 2.13
% Moisture: 6.6 %
Optimum Moisture: no data
Relative compaction: 97
General comments (publicly viewable) (Max 1000 characters): NB Rte. 14
MVP #1
Sta. 385+91.92 to Sta. 387+02.62
Test was verified on 8/19/2022 ✔