Summary for Test 2026-07-07-98-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1001176 DEA: 042Q5204 EFIS: 0419000021 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-29-0.0/6.0 |
| Award Date | 07/14/2025 |
| Closeout Date | Not set |
| Work Description | HMA PVMT, MOD DRAINAGE, SIGNALS, SIDEWALKS, CURB RAMPS AND LANDSCAPE. |
| Location Description | SOLANO COUNTY IN VALLEJO FROM 0.2 MILE NORTH OF ROUTE 80/ 29 SEPARATION TO NAPA COUNTY LINE |
| QA Service Level | 1 (Verified on 08/14/2025) |
Sample Information
| Sample Taken Date | 07/07/2026 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 07/08/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA Type A |
| The quantity of what the sample constitutes | 4 boxes HMA, 1 Bag Agg | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Christian | Last name of sampler or witnessed by | Sousa |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan LHD | 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 | 1 |
| Sublot number | 8 | 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: 2026-07-07-98
DIME Test ID: 2026-07-07-98-1
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-07-23
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?: No
Was the aggregate obtained using ASTM D8159?: No
Input Type: Calculated
Tester's full name: Henry Concepcion
Date of test: 07/08/2026
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: 81 %
Cumulative percent passing the 3/8 in. sieve: 70 %
Cumulative percent passing the #4 sieve: 49 %
Cumulative percent passing the #8 sieve: 32 %
Cumulative percent passing the #16 sieve: 21 %
Cumulative percent passing the #30 sieve: 14 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 5.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/23/2026 ✔