Summary for Test 2025-07-01-14-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 07/01/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 07/02/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R18 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dylan | Last name of sampler or witnessed by | Carapazza |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 4684 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RHB Plant Independence | Transportation Laboratory (TL) Number | HMA-19 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2025-07-01-14
DIME Test ID: 2025-07-01-14-2
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: 2025-07-03
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: 07/03/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2153.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 55.4 grams | 97 % | |||||
| 240.2 grams | 89 % | |||||
| 437.5 grams | 80 % | |||||
| 1096.0 grams | 49 % | |||||
| 1442.5 grams | 33 % | |||||
| 1680.7 grams | 22 % | |||||
| 1828.5 grams | 15 % | |||||
| 1939.4 grams | 10 % | |||||
| 2015.8 grams | 6 % | |||||
| 2063.8 grams | 4.1 % | |||||
General comments (publicly viewable) (Max 1000 characters): HMA-19 PP Gradation
Test was verified on 7/3/2025 ✔