Summary for Test 2026-06-23-4-2
Test performed: AASHTO T30-25Project 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 |
|---|---|---|---|
| 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: 2026-06-23-4-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-25
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: Tomas Silva
Date of test: 06/24/2026
Total mass of material in the sample: 1930.5 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: 33.0 grams
Cumulative mass retained on the 1/2 in. sieve: 260.9 grams
Cumulative mass retained on the 3/8 in. sieve: 383.6 grams
Cumulative mass retained on the #4 sieve: 756.0 grams
Cumulative mass retained on the #8 sieve: 1105.6 grams
Cumulative mass retained on the #16 sieve: 1367.4 grams
Cumulative mass retained on the #30 sieve: 1530.0 grams
Cumulative mass retained on the #50 sieve: 1651.2 grams
Cumulative mass retained on the #100 sieve: 1755.9 grams
Cumulative mass retained on the #200 sieve: 1823.3 grams
Cumulative mass retained on the pan: 1827.0 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): -0.6 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.6 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.4 %
Aggregate correction factor for the #4 sieve (% passing): -2.6 %
Aggregate correction factor for the #8 sieve (% passing): -3.0 %
Aggregate correction factor for the #16 sieve (% passing): -2.8 %
Aggregate correction factor for the #30 sieve (% passing): -1.8 %
Aggregate correction factor for the #50 sieve (% passing): -1.8 %
Aggregate correction factor for the #100 sieve (% passing): 1.6 %
Aggregate correction factor for the #200 sieve (% passing): -1.1 %
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: 98 %
Cumulative percent passing the 1/2 in. sieve: 87 %
Cumulative percent passing the 3/8 in. sieve: 80 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 11 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/25/2026 ✔