Summary for Test 2023-04-04-11-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763 |
|---|---|
| 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 | 04/04/2023 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 04/04/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA Type A |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Mathew | Last name of sampler or witnessed by | James |
| Title of sampler | QC lab tech | Telephone number of sampler | 14158478087 |
| Laboratory sample identification | Rich_23_084 | Linked DIME Sample ID | 2023-04-04-6 |
| The fabricator/manufacturer/facility name | Dutra Materials Richmond | Transportation Laboratory (TL) Number | C727178 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 2 | Structure unique identifier | |
| Structure name |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-21-0008 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | L210140WMA | The fabricator/manufacturer designation for the sample | Drum Plant |
| The plant number | A detailed description of where the material sample was collected | Coldfeed | |
| Where the material sample would have been placed if not sampled | Roadway | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Lot number | 2 | |
| Sublot number | 1 | Aggregate Mix Number | L210140WMA |
Test Details
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DIME Sample ID: 2023-04-04-11
DIME Test ID: 2023-04-04-11-1
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: 2023-04-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 04/05/2023
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.5
Clay Level (Test 2): 6
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 60
Sand Equivalent (Test 3): 63
Sand Equivalent: 62
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/24/2023 ✔