Summary for Test 2025-06-02-55-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-101-18.5/18.5 |
| Award Date | 11/17/2023 |
| Closeout Date | Not set |
| Work Description | CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY |
| Location Description | IN SONOMA COUNTY. |
| QA Service Level | 1 (Verified on 09/23/2019) |
Sample Information
| Sample Taken Date | 06/02/2025 | Sample Unique Key | 55 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/02/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-WMA |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Masele | Last name of sampler or witnessed by | Poueu |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | BoDean Company | 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) | 91-49-0032 |
|---|---|---|---|
| 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 | Batch Plant Hot Bins | |
| 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 | 1 | Aggregate Mix Number | 700SPW |
Test Details
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DIME Sample ID: 2025-06-02-55
DIME Test ID: 2025-06-02-55-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2025-06-11
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Cody Cordero
Date of test: 06/03/2025
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 1000 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 98 % | ||||||
| 90 % | ||||||
| 69 % | ||||||
| 50 % | ||||||
| 35 % | ||||||
| 25 % | ||||||
| 17 % | ||||||
| 12 % | ||||||
| 8.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/11/2025 ✔