Summary for Test 2026-09-23-2-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-168,395-17.6/18.3,114.9/117.8 |
| Award Date | 02/21/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MINOR CONCRETE, AND LIGHTING. |
| Location Description | INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 09/23/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1 box of 3/4” HMA | The quantity of what the sample constitutes | HMA 47 |
| 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 | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | |
| 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: 2026-09-23-2
DIME Test ID: 2026-09-23-2-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-23
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 09/23/2026
Total mass of material in the sample: 2017.3 grams
Cumulative mass retained on the 2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0.0 grams
Cumulative mass retained on the 1 in. sieve: 0.0 grams
Cumulative mass retained on the 3/4 in. sieve: 88.4 grams
Cumulative mass retained on the 1/2 in. sieve: 333.6 grams
Cumulative mass retained on the 3/8 in. sieve: 422.8 grams
Cumulative mass retained on the #4 sieve: 831.3 grams
Cumulative mass retained on the #8 sieve: 1152.7 grams
Cumulative mass retained on the #16 sieve: 1320.1 grams
Cumulative mass retained on the #30 sieve: 1548.5 grams
Cumulative mass retained on the #50 sieve: 1694.4 grams
Cumulative mass retained on the #100 sieve: 1811.6 grams
Cumulative mass retained on the #200 sieve: 1891.9 grams
Cumulative mass retained on the pan: 1910.7 grams
Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing): -0.4 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -1.3 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -1.2 %
Aggregate correction factor for the #4 sieve (% passing): -2.1 %
Aggregate correction factor for the #8 sieve (% passing): -1.7 %
Aggregate correction factor for the #16 sieve (% passing): -1.7 %
Aggregate correction factor for the #30 sieve (% passing): -1.8 %
Aggregate correction factor for the #50 sieve (% passing): -1.6 %
Aggregate correction factor for the #100 sieve (% passing): -1.3 %
Aggregate correction factor for the #200 sieve (% passing): -1.1 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 95 %
Cumulative percent passing the 1/2 in. sieve: 82 %
Cumulative percent passing the 3/8 in. sieve: 78 %
Cumulative percent passing the #4 sieve: 57 %
Cumulative percent passing the #8 sieve: 41 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 21 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters): HMA-48 PP Gradation
Test was verified on 9/23/2026 ✔