Summary for Test 2025-07-09-29-3
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\\\\\\\\\\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 07/09/2025 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/10/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" Coldfeed | The quantity of what the sample constitutes | 1 Bag of Coldfeed |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jeff |
| Last name of sampler or witnessed by | Puente | Title of sampler | QA |
| Telephone number of sampler | Laboratory sample identification | CF-19 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Five Bridges | |
| 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) | Granite Five Bridges |
|---|---|---|---|
| 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 | Coldfeed Conveyor 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 | 1 | |
| Sublot number | 19 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-09-29
DIME Test ID: 2025-07-09-29-3
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: 2025-07-10
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 07/10/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1234.7 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 234.0 grams | 81 % | |||||
| 473.5 grams | 62 % | |||||
| 662.8 grams | 46 % | |||||
| 808.3 grams | 35 % | |||||
| 937.1 grams | 24 % | |||||
| 1037.0 grams | 16 % | |||||
| 1110.0 grams | 10.1 % | |||||
General comments (publicly viewable) (Max 1000 characters): CF-19 RAP
Test was verified on 7/10/2025 ✔