Summary for Test 2024-05-09-3-1
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 995257 DEA: 09401004 EFIS: 0924000007 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-190-9.8-68.0 |
| Award Date | 08/21/2023 |
| Closeout Date | 03/13/2025 |
| Work Description | Emergency Repair from Flood Damage to State Route 190 near Olancha, CA. |
| Location Description | State Route 190 |
| QA Service Level | 1 (Verified on 10/19/2023) |
Sample Information
| Sample Taken Date | 05/09/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 05/09/2024 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA Post Plant Gradation Sample |
| The quantity of what the sample constitutes | 1 Box of HMA | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREAS | Telephone number of sampler | 7609208313 |
| Laboratory sample identification | 3890 | Linked DIME Sample ID | HMA-04 |
| The fabricator/manufacturer/facility name | Granite 5 Bridges 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) | 00-00-0000 |
|---|---|---|---|
| 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 | Windrow at Hot Plant | |
| 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: 2024-05-09-3
DIME Test ID: 2024-05-09-3-1
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2024-05-09
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/09/2024
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 93 % | ||||||
| 81 % | ||||||
| 75 % | ||||||
| 52 % | ||||||
| 36 % | ||||||
| 26 % | ||||||
| 19 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 4.3 % | ||||||
General comments (publicly viewable) (Max 1000 characters): HMA-04 Post Plant Gradation
Test was verified on 5/9/2024 ✔