Summary for Test 2025-04-22-39-1
Test performed: AASHTO T27-14Project 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 | 04/22/2025 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/22/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4 hma coldfeed | The quantity of what the sample constitutes | 70 T |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jonathon |
| Last name of sampler or witnessed by | Chaney | Title of sampler | |
| Telephone number of sampler | 5592309471 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga HMA Plant | |
| 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 | Coldfeed Chute | |
| 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 | 1 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-04-22-39
DIME Test ID: 2025-04-22-39-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2025-04-28
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 04/23/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 85 % | ||||||
| 75 % | ||||||
| 52 % | ||||||
| 38 % | ||||||
| 26 % | ||||||
| 18 % | ||||||
| 11 % | ||||||
| 6 % | ||||||
| 3.6 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/28/2025 ✔