Summary for Test 2025-07-08-22-3
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 | 07/08/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 07/09/2025 |
| 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-16 | 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 | 16 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-08-22
DIME Test ID: 2025-07-08-22-3
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: 2025-07-09
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: 07/09/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1531.3 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 % | |||||
| 347.7 grams | 77 % | |||||
| 664.8 grams | 57 % | |||||
| 886.7 grams | 42 % | |||||
| 1050.6 grams | 31 % | |||||
| 1194.2 grams | 22 % | |||||
| 1305.0 grams | 15 % | |||||
| 1385.8 grams | 9.5 % | |||||
General comments (publicly viewable) (Max 1000 characters): CF-16 RAP
Test was verified on 7/9/2025 ✔