Summary for Test 2026-07-27-70-2
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002453 DEA: 09431604 EFIS: 0926000029 MINOR: 09A1116 |
|---|---|
| DIST-CO-RTE-PM | 09-INY--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | FOR CONSTRUCTION ON STATE HIGHWAY IN INYO COUNTY IN THE CITY OF BISHOP ON WYE ROAD FROM ROUTE 395 TO ROUTE 6 |
| QA Service Level | 1 (Verified on 09/01/2026) |
Sample Information
| Sample Taken Date | 07/27/2026 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 07/28/2026 |
| Sample type | Quality Assurance | 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 | 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 | HMA-01 | 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: 2026-07-27-70
DIME Test ID: 2026-07-27-70-2
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: 2026-08-06
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: 07/30/2026
Total mass of material in the sample: 2052.7 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: 58.1 grams
Cumulative mass retained on the 1/2 in. sieve: 246.6 grams
Cumulative mass retained on the 3/8 in. sieve: 358.8 grams
Cumulative mass retained on the #4 sieve: 698.4 grams
Cumulative mass retained on the #8 sieve: 1046.0 grams
Cumulative mass retained on the #16 sieve: 1314.8 grams
Cumulative mass retained on the #30 sieve: 1517.5 grams
Cumulative mass retained on the #50 sieve: 1700.0 grams
Cumulative mass retained on the #100 sieve: 1839.3 grams
Cumulative mass retained on the #200 sieve: 1926.1 grams
Cumulative mass retained on the pan: 1949.3 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: 97 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 81 %
Cumulative percent passing the #4 sieve: 64 %
Cumulative percent passing the #8 sieve: 47 %
Cumulative percent passing the #16 sieve: 34 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters): HMA 01 PP Gradation. Gradation Fails. Out of Spec on the #4 & #8 Screens
Test was verified on 8/6/2026 ✔