Summary for Test 2025-06-03-36-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 994978 DEA: 09379504 EFIS: 0919000009 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-5709- |
| Award Date | 05/17/2024 |
| Closeout Date | 11/25/2025 |
| Work Description | CONSTRUCT BUILDING AND PLACE HMA. |
| Location Description | INYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 06/03/2025 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/03/2025 | Sample type | Verification |
| A brief description of the sample | 3/4" Coldfeed & RAP | The quantity of what the sample constitutes | JMF Verification |
| 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 | MREA S |
| Telephone number of sampler | 7609208313 | Laboratory sample identification | 4611 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | |
| Transportation Laboratory (TL) Number | JMF-1 | 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) | 91-14-0001 |
|---|---|---|---|
| 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 | Sample Device at 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: 2025-06-03-36
DIME Test ID: 2025-06-03-36-3
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: 2025-06-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/03/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1155.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 2.8 grams | -0.2 % | 100 % | ||||
| 226.5 grams | -7.4 % | 73 % | ||||
| 454.8 grams | -9.9 % | 51 % | ||||
| 631.3 grams | -4.3 % | 41 % | ||||
| 766.7 grams | -4.1 % | 30 % | ||||
| 883.2 grams | -3.4 % | 20 % | ||||
| 973.7 grams | -2.5 % | 13 % | ||||
| 1039.3 grams | -1.6 % | 8.5 % | ||||
| 1053.5 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): JMF-1 RAP
Test was verified on 6/4/2025 ✔