Summary for Test 2026-09-18-59-1
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 1002539 DEA: 042X7104 EFIS: 0425000144 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL--unknown |
| Award Date | 06/09/2026 |
| Closeout Date | Not set |
| Work Description | HM1 Pavement |
| Location Description | SOLANO COUNTY NEAR DIXON ON ROUTE 80 AT PEDRICK ROAD OVERCROSSING AND ON ROUTE 113 FROM ROUTE 12 TO 0.3 MILE SOUTH OF PARKWAY BOULEVARD |
| QA Service Level | 1 (Verified on 08/11/2026) |
Sample Information
| Sample Taken Date | 09/18/2026 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/21/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4"WMA-Rap 15% | The quantity of what the sample constitutes | 6000-6750 Tons |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Cody |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Woodland | |
| 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 | 9 | 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: 2026-09-18-59
DIME Test ID: 2026-09-18-59-1
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: 2026-10-08
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: Anthony Valdez
Date of test: 09/22/2026
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 85 %
Cumulative percent passing the 3/8 in. sieve: 74 %
Cumulative percent passing the #4 sieve: 42 %
Cumulative percent passing the #8 sieve: 25 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 9 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 5.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/8/2026 ✔