Summary for Test 2025-12-09-16-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-17.5 |
| Award Date | 08/23/2024 |
| Closeout Date | 06/18/2026 |
| Work Description | MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A). |
| Location Description | KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE |
| QA Service Level | 1 (Verified on 05/06/2024) |
Sample Information
| Sample Taken Date | 12/09/2025 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/09/2025 | Sample type | Acceptance |
| A brief description of the sample | Structure Backfill | The quantity of what the sample constitutes | 1bag of structure backfill |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Milo |
| Last name of sampler or witnessed by | Gunito | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Native | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | 3912284 |
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 | Stockpile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-12-09-16
DIME Test ID: 2025-12-09-16-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-12-09
Test Results
What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Measured
Tester's full name: Mike Cozad
Date of test: 12/09/2025
| Sieve Size | Cumulative Mass Retained | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 502.1 grams | ||||||
| 1.4 grams | 100 % | |||||
| 13.2 grams | 97 % | |||||
| 27.9 grams | 94 % | |||||
| 43.6 grams | 91 % | |||||
| 64.7 grams | 87 % | |||||
| 99.3 grams | 80 % | |||||
| 154.4 grams | 69 % | |||||
| 220.1 grams | 56 % | |||||
| 225.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-0S0504_37029_251209 | 100.37 KB | 12/09/2025 | 2025-12-09-16-1 | Info |
Test was verified on 12/9/2025 ✔