Summary for Test 2026-09-03-26-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002458 DEA: 09428604 EFIS: 0925000087 |
|---|---|
| DIST-CO-RTE-PM | 09-UNKNOWN--unknown |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/23/2026) |
Sample Information
| Sample Taken Date | 09/03/2026 | Sample Unique Key | 26 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/08/2026 |
| Sample type | Acceptance | A brief description of the sample | 3/4” PG 64-28M |
| The quantity of what the sample constitutes | 8 Boxes HMA PSU | From where was the sample collected | Source |
| First name of sampler or witnessed by | S | Last name of sampler or witnessed by | Stuwart Ahumada (QC) |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | HMA-2 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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 | 3/4 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: 2026-09-03-26
DIME Test ID: 2026-09-03-26-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-11
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: Derek Carrington
Date of test: 09/11/2026
Total mass of material in the sample: 2026.9 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: 246.2 grams
Cumulative mass retained on the 3/8 in. sieve: 432.9 grams
Cumulative mass retained on the #4 sieve: 897.9 grams
Cumulative mass retained on the #8 sieve: 1255.2 grams
Cumulative mass retained on the #16 sieve: 1489.0 grams
Cumulative mass retained on the #30 sieve: 1652.5 grams
Cumulative mass retained on the #50 sieve: 1778.8 grams
Cumulative mass retained on the #100 sieve: 1876.5 grams
Cumulative mass retained on the #200 sieve: 1942.0 grams
Cumulative mass retained on the pan: 1955.7 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): -0.7 %
Aggregate correction factor for the 3/8 in. sieve (% passing): -1.2 %
Aggregate correction factor for the #4 sieve (% passing): -1.5 %
Aggregate correction factor for the #8 sieve (% passing): -1.3 %
Aggregate correction factor for the #16 sieve (% passing): -1.0 %
Aggregate correction factor for the #30 sieve (% passing): -0.5 %
Aggregate correction factor for the #50 sieve (% passing): -0.7 %
Aggregate correction factor for the #100 sieve (% passing): -0.4 %
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: 87 %
Cumulative percent passing the 3/8 in. sieve: 77 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 26 %
Cumulative percent passing the #30 sieve: 18 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.9 %
General comments (publicly viewable) (Max 1000 characters): HMA-2
Test was verified on 9/11/2026 ✔