Summary for Test 2026-06-23-4-3
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 | 06/23/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 06/23/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4 HMA |
| The quantity of what the sample constitutes | 88 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 | TET | 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 | 1 |
| Sublot number | 14 | HMA Mix Number | 1466 SJR |
| 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: 2026-06-23-4
DIME Test ID: 2026-06-23-4-3
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: 2026-06-25
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: 06/24/2026
| Cumulative Mass Retained | Correction Factor | Cumulative Percent Passing | ||||
|---|---|---|---|---|---|---|
| 1930.5 grams | ||||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 0.0 grams | 0.0 % | 100 % | ||||
| 33.0 grams | -0.6 % | 98 % | ||||
| 260.9 grams | 0.6 % | 87 % | ||||
| 383.6 grams | -0.4 % | 80 % | ||||
| 756.0 grams | -2.6 % | 58 % | ||||
| 1105.6 grams | -3.0 % | 40 % | ||||
| 1367.4 grams | -2.8 % | 26 % | ||||
| 1530.0 grams | -1.8 % | 19 % | ||||
| 1651.2 grams | -1.8 % | 13 % | ||||
| 1755.9 grams | 1.6 % | 11 % | ||||
| 1823.3 grams | -1.1 % | 4.5 % | ||||
| 1827.0 grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2026 ✔