Summary for Test 2025-09-25-4-2
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 | 09/25/2025 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 09/24/2025 |
| Sample type | Quality Assurance | A brief description of the sample | HMA130 |
| The quantity of what the sample constitutes | Up to 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | RHB Plant Independence | 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 (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-25-4
DIME Test ID: 2025-09-25-4-2
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: 2025-10-01
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: 10/01/2025
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2137.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 59.6 grams | 0.0 % | 97 % | ||||
| 373.4 grams | 0.0 % | 83 % | ||||
| 536.1 grams | 0.0 % | 75 % | ||||
| 1072.6 grams | 0.0 % | 50 % | ||||
| 1374.6 grams | 0.0 % | 36 % | ||||
| 1586.3 grams | 0.0 % | 26 % | ||||
| 1754.2 grams | 0.0 % | 18 % | ||||
| 1897.3 grams | 0.3 % | 12 % | ||||
| 1998.5 grams | 0.3 % | 7 % | ||||
| 2042.7 grams | 1.1 % | 5.5 % | ||||
| 2054.8 grams | ||||||
General comments (publicly viewable) (Max 1000 characters): HMA-130 PP Gradation
Test was verified on 10/1/2025 ✔