Summary for Test 2025-06-25-34-2
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 | 06/25/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| 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 | 06/25/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/4” HMA A R-18 PG58-34 M |
| The quantity of what the sample constitutes | 1 box HMA | 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 | Telephone number of sampler | ||
| Laboratory sample identification | HMA-12 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Road and Highway Builders | 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 | 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: 2025-06-25-34
DIME Test ID: 2025-06-25-34-2
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: 2025-06-26
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: 06/26/2025
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 2158.6 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 21.4 grams | 99 % | |||||
| 373.8 grams | 83 % | |||||
| 539.6 grams | 75 % | |||||
| 1129.9 grams | 48 % | |||||
| 1446.3 grams | 33 % | |||||
| 1658.2 grams | 23 % | |||||
| 1814.6 grams | 16 % | |||||
| 1923.7 grams | 11 % | |||||
| 2008.5 grams | 7 % | |||||
| 2059.8 grams | 4.6 % | |||||
General comments (publicly viewable) (Max 1000 characters): HMA-12 PP Gradation
Test was verified on 6/26/2025 ✔