Summary for Test 2023-08-18-19-3
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214892 DEA: 06442554 EFIS: 0612000176 COOP: 061699 |
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DIST-CO-RTE-PM | 06-KER-46-29.7/31.9 |
Award Date | 01/08/2021 |
Closeout Date | Not set |
Work Description | CONVERT 2-LANE TO 4-LANE HMA PAVEMENT AND CONSTRUCT NEW BRIDGE. |
Location Description | KERN COUNTY AT AND NEAR LOST HILLS FROM 0.2 MILE WEST OF CALIFORNIA AQUEDUCT BRIDGE TO 1.4 MILES EAST OF LOST HILLS ROAD |
QA Service Level | 1 (Verified on 06/17/2020) |
Sample Information
Sample Taken Date | 08/18/2023 | Sample Unique Key | 19 |
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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 | 08/18/2023 |
Sample type | Acceptance | A brief description of the sample | 3/4 RHMA |
The quantity of what the sample constitutes | 2 bags of coldfeed agg,1 bags of virgin aggregate , 1 bag of RAP | From where was the sample collected | Source |
First name of sampler or witnessed by | Paul | Last name of sampler or witnessed by | Klinker |
Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Solari | Transportation Laboratory (TL) Number | |
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) | 91-15-0114 |
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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 | HMA Plant Cold Feed | |
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 | 3 | |
Sublot number | 8 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-08-18-19
DIME Test ID: 2023-08-18-19-3
Testing Lab: CT D06 - Bakersfield 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: 2023-08-18
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 08/18/2023
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4.1
Clay Level (Test 2): 6
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.8
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 73
Sand Equivalent: 74
General comments (publicly viewable) (Max 1000 characters): L3SL8
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-442554_37048_230818_L3SL8_T27 | 115.95 KB | 08/18/2023 | 2023-08-18-19-3 | Info |
Test was verified on 8/18/2023 ✔