Summary for Test 2026-06-19-6-5
Test performed: AASHTO T30-19Project 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 | 06/19/2026 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/19/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" hma-a |
| 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 Plant A | 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 | L260342 | |
| Binder content (%) | 5.3 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Western Emulsions White City OR |
| RAP content (%) | Not set | WMA Additives | Yes |
| Antistrip type |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-06-19-6
DIME Test ID: 2026-06-19-6-5
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-06-22
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 06/22/2026
| Cumulative Percent Passing | ||||||
|---|---|---|---|---|---|---|
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 100 % | ||||||
| 91 % | ||||||
| 73 % | ||||||
| 60 % | ||||||
| 38 % | ||||||
| 25 % | ||||||
| 18 % | ||||||
| 13 % | ||||||
| 8 % | ||||||
| 4.0 % | ||||||
General comments (publicly viewable) (Max 1000 characters): #4 Sieve Limits 48-59%
Test was verified on 6/22/2026 ✔