Summary for Test 2026-06-24-2-2
Test performed: AASHTO T30-19Project Information
| Project Identifiers | Project ID: 1001573 DEA: 060X2904 EFIS: 0618000050 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-33-13.9/16.7 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), RDWY EXC, CL 2 AB, CURB RAMPS AND MOBILIZATION. |
| Location Description | FRESNO COUNTY IN AND NEAR COALINGA FROM ENTERPRISE PARKWAY TO LOS GATOS CREEK SOUTH CHANNEL BRIDGE |
| QA Service Level | 1 (Verified on 09/15/2025) |
Sample Information
| Sample Taken Date | 06/24/2026 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4 hma | The quantity of what the sample constitutes | 825 tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jonathon |
| Last name of sampler or witnessed by | chaney | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Company | |
| 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: 2026-06-24-2
DIME Test ID: 2026-06-24-2-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-26
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 06/25/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2007.6 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 42.3 grams | -0.6 % | 97 % | ||||
| 300.2 grams | 0.6 % | 86 % | ||||
| 401.6 grams | -0.4 % | 80 % | ||||
| 844.6 grams | -2.6 % | 55 % | ||||
| 1201.3 grams | -3.0 % | 37 % | ||||
| 1388.9 grams | -2.8 % | 28 % | ||||
| 1605.6 grams | -1.8 % | 18 % | ||||
| 1699.3 grams | -1.8 % | 14 % | ||||
| 1820.0 grams | 1.6 % | 11 % | ||||
| 1895.0 grams | -1.1 % | 4.5 % | ||||
| 1899.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2026 ✔