Summary for Test 2024-11-19-35-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 0422825 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-80-6.4/6.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Excavation, HMA, structural concrete, minor concrete and drainage. |
| Location Description | IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 04/08/2022) |
Sample Information
| Sample Taken Date | 11/19/2024 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 11/19/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 RHMA-G WMA |
| The quantity of what the sample constitutes | 6 Bags Of Aggregate Coldfeed | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jose Leon | Last name of sampler or witnessed by | Amparan |
| Title of sampler | QA LabTechnician | Telephone number of sampler | 8317060175 |
| Laboratory sample identification | Rich_24_157 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant | Transportation Laboratory (TL) Number | 290-1119-2 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hwy 80 Gillman ST | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-48-0002 |
|---|---|---|---|
| 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 | Combined coldfeed | |
| 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 | 2 | |
| Sublot number | 1 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-11-19-35
DIME Test ID: 2024-11-19-35-2
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: 2024-12-19
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jose Leon Amparan
Date of test: 11/20/2024
Clay Level (Test 1): 6.2
Sand Level (Test 1): 3.8
Clay Level (Test 2): 6.5
Sand Level (Test 2): 3.5
Clay Level (Test 3): 6.2
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 54
Sand Equivalent (Test 3): 55
Sand Equivalent: 57
General comments (publicly viewable) (Max 1000 characters): PSU
Test was verified on 12/19/2024 ✔