Summary for Test 2025-04-15-10-1
Test performed: CTM 202-November 2011Project Information
| Project Identifiers | Project ID: 1001165 DEA: 061H6304 EFIS: 0625000097 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-6-43.95 |
| Award Date | 02/03/2025 |
| Closeout Date | 07/11/2025 |
| Work Description | The scope of work will include culvert replacement, pavement repair, traffic control, and pavement delineation. |
| Location Description | Fresno County, Rout I-5 at PM 43.95. |
| QA Service Level | 1 (Verified on 04/11/2025) |
Sample Information
| Sample Taken Date | 04/15/2025 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2025 | Sample type | Acceptance |
| A brief description of the sample | Class 2 Aggregate Base | The quantity of what the sample constitutes | 1 Bag of Class II Base |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Tomas |
| Last name of sampler or witnessed by | Silva | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0005 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Yard | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-04-15-10
DIME Test ID: 2025-04-15-10-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-04-17
Test Results
What size aggregate is being tested?: Combined Gradation
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: Calculated
Tester's full name: Tomas Silva
Date of test: 04/16/2025
| Sieve Size | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 0 % | ||||||
| 95 % | ||||||
| 76 % | ||||||
| 65 % | ||||||
| 57 % | ||||||
| 44 % | ||||||
| 35 % | ||||||
| 29 % | ||||||
| 21 % | ||||||
| 14 % | ||||||
| 8.8 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2025 ✔