Summary for Test 2026-06-24-17-2
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 | 17 |
|---|---|---|---|
| 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 | 06/24/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4 hma |
| The quantity of what the sample constitutes | 2500 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 | 1 |
| Sublot number | 18 | 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: 2026-06-24-17
DIME Test ID: 2026-06-24-17-2
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: Gurjeet Litt
Date of test: 06/25/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1928.4 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 39.1 grams | -0.6 % | 97 % | ||||
| 271.6 grams | 0.6 % | 87 % | ||||
| 380.3 grams | -0.4 % | 80 % | ||||
| 765.8 grams | -2.6 % | 58 % | ||||
| 1103.9 grams | -3.0 % | 40 % | ||||
| 1365.0 grams | -2.8 % | 26 % | ||||
| 1533.8 grams | -1.8 % | 19 % | ||||
| 1658.6 grams | -1.8 % | 12 % | ||||
| 1760.2 grams | 1.6 % | 10 % | ||||
| 1819.6 grams | -1.1 % | 4.5 % | ||||
| 1825.2 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/26/2026 ✔