Summary for Test 2025-06-30-7-1
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 993141 DEA: 060V1204 EFIS: 0616000207 |
|---|---|
| DIST-CO-RTE-PM | 06-MAD-99-R6.9/R7.6 |
| Award Date | 06/22/2022 |
| Closeout Date | 12/02/2025 |
| Work Description | Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS. |
| Location Description | MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING |
| QA Service Level | 1 (Verified on 07/28/2021) |
Sample Information
| Sample Taken Date | 06/30/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4 cold feed and rap | The quantity of what the sample constitutes | Sampled @ 125T |
| From where was the sample collected | Manufacturer | 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 | vulcan materials | |
| 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) | 91-20-0016 |
|---|---|---|---|
| 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 | Conveyer Belt | |
| 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 | 6 | |
| Sublot number | 4 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-30-7
DIME Test ID: 2025-06-30-7-1
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: 2025-07-01
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: 07/01/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 88 % | ||||||
| 74 % | ||||||
| 51 % | ||||||
| 35 % | ||||||
| 24 % | ||||||
| 18 % | ||||||
| 13 % | ||||||
| 7 % | ||||||
| 4.1 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/1/2025 ✔