Summary for Test 2026-06-18-5-2
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002310 DEA: 010P6404 EFIS: 0125000053 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R131.7/134.6 |
| Award Date | 02/17/2026 |
| Closeout Date | Not set |
| Work Description | Boyes Creek Viaduct |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/15/2026) |
Sample Information
| Sample Taken Date | 06/18/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| 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 | 06/18/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA PG 64-16 |
| 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 | 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 | RHMA-G |
|---|---|---|---|
| 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: 2026-06-18-5
DIME Test ID: 2026-06-18-5-2
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: 2026-06-23
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: 06/23/2026
Total mass of material in the sample: 1645.4 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): 0.0 %
Aggregate correction factor for the #4 sieve (% passing): 0.9 %
Aggregate correction factor for the #8 sieve (% passing): 1.5 %
Aggregate correction factor for the #16 sieve (% passing): 1.1 %
Aggregate correction factor for the #30 sieve (% passing): 0.8 %
Aggregate correction factor for the #50 sieve (% passing): 0.7 %
Aggregate correction factor for the #100 sieve (% passing): 0.6 %
Aggregate correction factor for the #200 sieve (% passing): 0.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/23/2026 ✔