Summary for Test 2023-05-19-71-8
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
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DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 05/19/2023 | Sample Unique Key | 71 |
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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 | 05/15/2023 |
Sample type | Production Start-Up | A brief description of the sample | Laboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA |
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 | Joe | Last name of sampler or witnessed by | Delgado |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D79239F | Linked DIME Sample ID | 2023-05-19-68, 2023-05-19-69, 2023-05-19-70 |
The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 815616 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-45-0017::Fawndale Rock Quarry - Redding, CA |
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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 in the Laboratory from Stockpile samples | |
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 | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-05-19-71
DIME Test ID: 2023-05-19-71-8
Testing Lab: CT D02 - Redding Northern Regional 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: 2023-06-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/20/2023
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.1
Clay Level (Test 2): 6
Sand Level (Test 2): 4.4
Clay Level (Test 3): 6.1
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 70
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 69
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters): SE=71
Test was verified on 6/29/2023 ✔