Summary for Test 2026-04-22-9-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1000997 DEA: 010J2104 EFIS: 0118000190 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-R2.6/23.9 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | RHMA, HMA, AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | DEL NORTE COUNTY IN AND NEAR KLAMATH FROM 1.2 MILES SOUTH OF KLAMATH RIVER OVERFLOW TO 1.1 MILE NORTH OF HAMILTON ROAD |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 04/22/2026 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 04/22/2026 |
| Sample type | Acceptance | A brief description of the sample | 1/2 HMA-A |
| The quantity of what the sample constitutes | 24 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 | Mercer Fraser Boyd Road | 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: 2026-04-22-9
DIME Test ID: 2026-04-22-9-1
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: 2026-04-23
Test Results
Individual or cumulative mass retained on each sieve?: Cumulative
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: 04/23/2026
Total mass of material in the sample: 1541.8 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 %
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| BoydContSuiteH@dot.ca.gov_20260423_073120 | 406.58 KB | 04/23/2026 | 2026-04-22-9-1 | Info |
Test was verified on 4/23/2026 ✔