Summary for Test 2026-08-22-20-6
Test performed: AASHTO T176-08Project 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 | 20 |
|---|---|---|---|
| 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 | Source | 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) | Plant |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-08-22-20
DIME Test ID: 2026-08-22-20-6
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2026-09-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 08/22/2026
Clay Level (Test 1): 4.7
Sand Level (Test 1): 4
Clay Level (Test 2): 4.8
Sand Level (Test 2): 4.2
Clay Level (Test 3): 4.7
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 88
Sand Equivalent (Test 3): 92
Sand Equivalent: 89
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2026 ✔