Summary for Test 2026-09-15-47-4
Test performed: AASHTO T30-25
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Project 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 | 09/15/2026 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/17/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 in HMA | The quantity of what the sample constitutes | 4 boxs |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Knipscheer | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tidewater Smith River | |
| 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: 2026-09-15-47
DIME Test ID: 2026-09-15-47-4
Testing Lab: CT D01 - Boyd Road Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-10-09
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: jacob Knipscheer-costello
Date of test: 10/09/2026
Total mass of material in the sample: 1631.1 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: 60.4 grams
Cumulative mass retained on the 3/8 in. sieve: 251.9 grams
Cumulative mass retained on the #4 sieve: 793.8 grams
Cumulative mass retained on the #8 sieve: 1100.7 grams
Cumulative mass retained on the #16 sieve: 1296.6 grams
Cumulative mass retained on the #30 sieve: 1434.5 grams
Cumulative mass retained on the #50 sieve: 1524.6 grams
Cumulative mass retained on the #100 sieve: 1579.2 grams
Cumulative mass retained on the #200 sieve: 1615.6 grams
Cumulative mass retained on the pan: 1631.2 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): -0.6 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -0.7 %
Aggregate correction factor for the #4 sieve (% passing): 0.6 %
Aggregate correction factor for the #8 sieve (% passing): -0.1 %
Aggregate correction factor for the #16 sieve (% passing): -0.6 %
Aggregate correction factor for the #30 sieve (% passing): -0.4 %
Aggregate correction factor for the #50 sieve (% passing): -0.4 %
Aggregate correction factor for the #100 sieve (% passing): -0.3 %
Aggregate correction factor for the #200 sieve (% passing): -0.3 %
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: 96 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the #4 sieve: 52 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 6 %
Cumulative percent passing the #100 sieve: 3 %
Cumulative percent passing the #200 sieve: 0.7 %
General comments (publicly viewable) (Max 1000 characters): #200 range 3.0-7.0
Test was verified on 10/9/2026 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.