Summary for Test 2025-09-17-41-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 993798 DEA: 09366804 EFIS: 0916000021 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-117.3/117.9 |
| Award Date | 04/03/2025 |
| Closeout Date | Not set |
| Work Description | MEADOW FARMS ADA |
| Location Description | INYO COUNTY NEAR BISHOP FROM 0.1 MILE EAST OF SEE VEE LANE TO BARLOW LANE |
| QA Service Level | 1 (Verified on 08/14/2023) |
Sample Information
| Sample Taken Date | 09/17/2025 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/17/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" Coldfeed & RAP | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Young | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | PSE-01 | |
| Linked DIME Sample ID | 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) | 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 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: 2025-09-17-41
DIME Test ID: 2025-09-17-41-3
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: 2025-09-19
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: 09/19/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1662.0 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 % | ||||
| 0.0 grams | -0.2 % | 100 % | ||||
| 298.6 grams | -7.4 % | 75 % | ||||
| 623.1 grams | -9.9 % | 53 % | ||||
| 873.9 grams | -4.3 % | 43 % | ||||
| 1071.4 grams | -4.1 % | 31 % | ||||
| 1247.3 grams | -3.4 % | 22 % | ||||
| 1386.0 grams | -2.5 % | 14 % | ||||
| 1486.3 grams | -1.6 % | 9.0 % | ||||
| 1509.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): PSE-01 RAP
Test was verified on 9/19/2025 ✔