Summary for Test 2026-08-21-11-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1000232 DEA: 09392304 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120,182-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL. |
| Location Description | MONO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 08/21/2026 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 08/21/2026 |
| Sample type | Acceptance | A brief description of the sample | HMA Sample 12 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Salvador | Last name of sampler or witnessed by | Zepeda |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Construction Lee Vining Plant | 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 | 1/2 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: 2026-08-21-11
DIME Test ID: 2026-08-21-11-3
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: 2026-08-26
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: 08/25/2026
Total mass of material in the sample: 1564.2 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: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 35.8 grams
Cumulative mass retained on the 3/8 in. sieve: 166.5 grams
Cumulative mass retained on the #4 sieve: 592.7 grams
Cumulative mass retained on the #8 sieve: 942.8 grams
Cumulative mass retained on the #16 sieve: 1139.7 grams
Cumulative mass retained on the #30 sieve: 1258.2 grams
Cumulative mass retained on the #50 sieve: 1351.0 grams
Cumulative mass retained on the #100 sieve: 1423.1 grams
Cumulative mass retained on the #200 sieve: 1479.1 grams
Cumulative mass retained on the pan: 1492.8 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): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): -0.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -1.1 %
Aggregate correction factor for the #4 sieve (% passing): -1.2 %
Aggregate correction factor for the #8 sieve (% passing): -0.8 %
Aggregate correction factor for the #16 sieve (% passing): -0.6 %
Aggregate correction factor for the #30 sieve (% passing): -0.5 %
Aggregate correction factor for the #50 sieve (% passing): -0.7 %
Aggregate correction factor for the #100 sieve (% passing): -0.7 %
Aggregate correction factor for the #200 sieve (% passing): -0.3 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 61 %
Cumulative percent passing the #8 sieve: 39 %
Cumulative percent passing the #16 sieve: 27 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.1 %
General comments (publicly viewable) (Max 1000 characters): HMA-12 PP Gradation
Test was verified on 8/26/2026 ✔