Summary for Test 2026-06-11-6-2
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 | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/11/2026 | 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 | 06/11/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RHMA PG 64-16 |
| The quantity of what the sample constitutes | 4 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 | 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
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: 2026-06-11-6
DIME Test ID: 2026-06-11-6-2
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: 2026-06-12
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: jacob Knipscheer-costello
Date of test: 06/12/2026
Total mass of material in the sample: 1431.3 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): #8 & #200 are out of specification limits
Test was verified on 6/12/2026 ✔