Summary for Test 2026-04-20-15-5
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 | 04/20/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 04/20/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-A-SP PG70-10 R15 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| 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 | PSU 03 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | Transportation Laboratory (TL) Number | 5287 |
| 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 (%) | 4.9 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 15 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-04-20-15
DIME Test ID: 2026-04-20-15-5
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: 2026-04-21
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative
Has the fine aggregate sample been reduced?: No
Is an aggregate correction factor used?: Yes
Was the aggregate obtained using ASTM D8159?: Yes
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/21/2026
Total mass of material in the sample: 2095.4 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): 1.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -2.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -2.7 %
Aggregate correction factor for the #4 sieve (% passing): -4.8 %
Aggregate correction factor for the #8 sieve (% passing): -3.5 %
Aggregate correction factor for the #16 sieve (% passing): -2.7 %
Aggregate correction factor for the #30 sieve (% passing): -2.6 %
Aggregate correction factor for the #50 sieve (% passing): -2.0 %
Aggregate correction factor for the #100 sieve (% passing): -1.1 %
Aggregate correction factor for the #200 sieve (% passing): -1.9 %
Mineral Matter in Centrifuge Cup (D8159 only): 0.0 grams
Initial Specimen Mass: 2095.4 grams
General comments (publicly viewable) (Max 1000 characters): PSU 03
Test was verified on 4/21/2026 ✔