Summary for Test 2022-10-07-30-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 215220 DEA: 07210624 EFIS: 0719000068 |
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DIST-CO-RTE-PM | 07-LA,SBD-71-1.8/R4.7&R0.0/R0.2 |
Award Date | 02/05/2021 |
Closeout Date | Not set |
Work Description | PLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP. |
Location Description | IN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE. |
QA Service Level | 1 (Verified on 03/24/2021) |
Sample Information
Sample Taken Date | 10/07/2022 | Sample Unique Key | 30 |
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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 | 10/11/2022 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R15 No LAS |
The quantity of what the sample constitutes | 4 Bags Aggregate, 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Gerardo | Last name of sampler or witnessed by | Zubieta |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0683A-22 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | All American Asphalt- Corona | 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) | 91-33-0005 |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 105793 | A detailed description of where the material sample was collected | Belt Cut at All American Corona Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2022-10-07-30
DIME Test ID: 2022-10-07-30-5
Testing Lab: CT D08 - Fontana Southern 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: 2022-11-29
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 10/13/2022
Clay Level (Test 1): 5.8
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.9
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 66
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 65
Sand Equivalent: 67
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/29/2022 ✔