Summary for Test 2026-08-13-78-2
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001369 DEA: 010K1504 EFIS: 0120000035 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-125.2/R126.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | EARTHWORK, HMA-A, DRAINAGE, AND HIGH FRICTION SURFACE TREATMENT. |
| Location Description | HUMBOLDT COUNTY NEAR ORICK FROM 0.9 MILE SOUTH TO SOUTH PRAIRIE CREEK PARK UNDERCROSSING |
| QA Service Level | 1 (Verified on 07/08/2025) |
Sample Information
| Sample Taken Date | 08/13/2026 | Sample Unique Key | 78 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2026 | Sample type | Quality Assurance |
| A brief description of the sample | hma | The quantity of what the sample constitutes | 4 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | jason |
| Last name of sampler or witnessed by | huett | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kernen | |
| 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 | 1/2 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: 2026-08-13-78
DIME Test ID: 2026-08-13-78-2
Testing Lab: CT D01 - Crescent City Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-04
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: jason huett
Date of test: 09/04/2026
Total mass of material in the sample: 1605.2 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: 0.0 grams
Cumulative mass retained on the 1/2 in. sieve: 194.6 grams
Cumulative mass retained on the 3/8 in. sieve: 427.7 grams
Cumulative mass retained on the #4 sieve: 863.5 grams
Cumulative mass retained on the #8 sieve: 1119.4 grams
Cumulative mass retained on the #16 sieve: 1259.3 grams
Cumulative mass retained on the #30 sieve: 1347.3 grams
Cumulative mass retained on the #50 sieve: 1419.1 grams
Cumulative mass retained on the #100 sieve: 1474.8 grams
Cumulative mass retained on the #200 sieve: 1513.6 grams
Cumulative mass retained on the pan: 1528.1 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): 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing): 0.1 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.1 %
Aggregate correction factor for the #4 sieve (% passing): 0.5 %
Aggregate correction factor for the #8 sieve (% passing): 0.9 %
Aggregate correction factor for the #16 sieve (% passing): 1.4 %
Aggregate correction factor for the #30 sieve (% passing): 1.6 %
Aggregate correction factor for the #50 sieve (% passing): 1.1 %
Aggregate correction factor for the #100 sieve (% passing): 0.7 %
Aggregate correction factor for the #200 sieve (% passing): 0.2 %
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 73 %
Cumulative percent passing the #4 sieve: 47 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 9 %
Cumulative percent passing the #200 sieve: 5.9 %
General comments (publicly viewable) (Max 1000 characters): 1/2" F, 3/8" F, #4 F
Test was verified on 9/4/2026 ✔