Summary for Test 2026-07-15-10-2
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 | 07/15/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/15/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4 HOT MIX ASPHALT | The quantity of what the sample constitutes | 81 TONS |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Frank |
| Last name of sampler or witnessed by | Alas-Arteaga | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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 | 2 |
| Sublot number | 8 | 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: 2026-07-15-10
DIME Test ID: 2026-07-15-10-2
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: 2026-07-22
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: 07/17/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 2004.2 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 47.6 grams | -0.6 % | 97 % | ||||
| 329.3 grams | 0.6 % | 84 % | ||||
| 480.2 grams | -0.4 % | 76 % | ||||
| 888.8 grams | -2.6 % | 53 % | ||||
| 1201.6 grams | -3.0 % | 37 % | ||||
| 1469.2 grams | -2.8 % | 24 % | ||||
| 1599.6 grams | -1.8 % | 18 % | ||||
| 1710.0 grams | -1.8 % | 13 % | ||||
| 1822.3 grams | 1.6 % | 11 % | ||||
| 1896.2 grams | -1.1 % | 4.3 % | ||||
| 1903.9 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/22/2026 ✔