Summary for Test 2026-08-22-30-1
Test performed: AASHTO T30-19Project 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 | 30 |
|---|---|---|---|
| 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 | The quantity of what the sample constitutes | 80 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 | Consultant |
| 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 | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Martin Marrieta |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | Martin Marrieta | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Job Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 3 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-22-30
DIME Test ID: 2026-08-22-30-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2026-09-04
Test Results
Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 08/22/2026
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 1157.0 grams | ||||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 2.3 grams | 100 % | |||||
| 55.7 grams | 95 % | |||||
| 472.1 grams | 59 % | |||||
| 740.4 grams | 36 % | |||||
| 880.4 grams | 24 % | |||||
| 954.0 grams | 18 % | |||||
| 1009.6 grams | 13 % | |||||
| 1054.3 grams | 9 % | |||||
| 1081.9 grams | 6.5 % | |||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2026 ✔