Summary for Test 2024-01-10-75-2
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994587 DEA: 081G8904 EFIS: 0816000099 |
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DIST-CO-RTE-PM | 08-RIV-15-8.2/13.9 |
Award Date | 05/09/2023 |
Closeout Date | Not set |
Work Description | STAMPED CONCRETE, ROCK BLANKET, MGS, AND VEGETATION CONTROL. |
Location Description | RIVERSIDE COUNTY IN MURRIETA AND WILDOMAR FROM 0.5 MILE SOUTH OF ROUTE 15/215 SEPARATION TO 0.3 MILE NORTH OF CLINTON KEITH ROAD |
QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
Sample Taken Date | 01/10/2024 | Sample Unique Key | 75 |
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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 | 01/10/2024 |
Sample type | Department Acceptance | A brief description of the sample | Native Subgrade |
The quantity of what the sample constitutes | 13.2 kg | From where was the sample collected | Job Site |
First name of sampler or witnessed by | MaryAnna | Last name of sampler or witnessed by | Landaverde |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | CTM 231 TEST LOCATION | 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 | MVP #7 - I-15 NB to Clinton Keith Rd Off-Ramp | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2024-01-10-75
DIME Test ID: 2024-01-10-75-2
Testing Lab: CT D08 - Fontana Field Testing Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2024-04-05
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: MaryAnna Landaverde
Date of test: 01/10/2024
In-place wet density: 2.20
Highest adjust wet density: 2.24
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): Density Spec 90%
Test was verified on 4/5/2024 ✔