Summary for Test 2026-09-15-19-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-13.9/16.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION. |
| Location Description | FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 09/15/2026 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2026 | Sample type | Acceptance |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | STA 50 FIFTH ST |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Frank |
| Last name of sampler or witnessed by | Alas-Arteaga | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Cal Valley Construction | |
| 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 | POLK & FIFTH STREET | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-09-15-19
DIME Test ID: 2026-09-15-19-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2026-09-16
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 09/15/2026
In-place wet density: 1.97
Highest adjust wet density: 2.06
% Moisture: no data
Optimum Moisture: no data
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/16/2026 ✔