Summary for Test 2025-07-22-32-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-198,216-R11.6/R11.9,R0.0/2.7 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 07/22/2025 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 07/23/2025 |
| Sample type | Quality Assurance | A brief description of the sample | RHMA-G |
| The quantity of what the sample constitutes | 2 Bags Coldfeed | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Martika | Last name of sampler or witnessed by | Hall |
| Title of sampler | JET | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Martin Marietta Goshen | 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) | 91-54-0038 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | HMA Plant Conveyor Belt ASD | |
| 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 | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-07-22-32
DIME Test ID: 2025-07-22-32-2
Testing Lab: CT D06 - Visalia 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: 2025-07-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Martika Hall
Date of test: 07/23/2025
Clay Level (Test 1): 7
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.9
Sand Level (Test 2): 4
Clay Level (Test 3): 8.3
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 59
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 50
Sand Equivalent: 59
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2025 ✔