Summary for Test 2026-08-22-22-3
Test performed: AASHTO T30-25Project Information
| Project Identifiers | Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.8/14.1,0.0/0.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE |
| Location Description | CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2023) |
Sample Information
| Sample Taken Date | 08/22/2026 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/22/2026 | Sample type | Quality Assurance |
| A brief description of the sample | #3/8 HMA-A 16% RAP | The quantity of what the sample constitutes | 250 tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Casey |
| Last name of sampler or witnessed by | Farrington | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marrieta | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 1 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/8 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 77S65326L1 |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 16 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-22-22
DIME Test ID: 2026-08-22-22-3
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-01
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: Measured
Tester's full name: Casey Farrington
Date of test: 08/22/2026
Total mass of material in the sample: 1153.6 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: 0.0 grams
Cumulative mass retained on the 3/8 in. sieve: 79.0 grams
Cumulative mass retained on the #4 sieve: 509.9 grams
Cumulative mass retained on the #8 sieve: 736.7 grams
Cumulative mass retained on the #16 sieve: 877.6 grams
Cumulative mass retained on the #30 sieve: 959.3 grams
Cumulative mass retained on the #50 sieve: 1016.0 grams
Cumulative mass retained on the #100 sieve: 1055.7 grams
Cumulative mass retained on the #200 sieve: 1078.9 grams
Cumulative mass retained on the pan: 1084.1 grams
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: 100 %
Cumulative percent passing the 3/8 in. sieve: 93 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 24 %
Cumulative percent passing the #30 sieve: 17 %
Cumulative percent passing the #50 sieve: 12 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 6.5 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2026 ✔