Summary for Test 2025-07-15-54-2
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1000826 DEA: 07344504 EFIS: 0718000061 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-150- |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AND OVERLAY, MODIFY TRAFFIC SIGNALS AND REPLACE CURB RAMPS. |
| Location Description | VENTURA COUNTY IN SANTA PAULA FROM 0.2 MILE NORTH OF BRIDGE ROAD TO SANTA MARIA STREET |
| QA Service Level | 1 (Verified on 01/27/2025) |
Sample Information
| Sample Taken Date | 07/15/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 07/15/2025 |
| Sample type | Acceptance | A brief description of the sample | Aggregate Base |
| The quantity of what the sample constitutes | 57 sq. yd. (approx.) | 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 | Telephone number of sampler | (213) 358-1518 | |
| Laboratory sample identification | 25-2263 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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 Aggregate Base | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-07-15-54
DIME Test ID: 2025-07-15-54-2
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: 2025-07-17
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Phillip Maquiran
Date of test: 07/15/2025
In-place wet density: 2.09
Highest adjust wet density: 2.17
% Moisture: 8.9 %
Optimum Moisture: 10.9 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/17/2025 ✔