Summary for Test 2023-03-25-6-5
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 994501 DEA: 072XE904 EFIS: 0723000103 |
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DIST-CO-RTE-PM | 07-LA-71-R1.52/1.60 |
Award Date | 02/16/2023 |
Closeout Date | 01/11/2024 |
Work Description | Saw cut around the localized failed area (digouts) to remove the AC pavement, replace with HMA-A and replace any pavement delineation and pavement markers that are removed. |
Location Description | In Los Angeles County, in the City of Pomona, on both the southbound and northbound directions of LA 71, from Valley Blvd (PM R1.52) to Mission Blvd (PM 1.60). |
QA Service Level | 1 (Verified on 07/24/2023) |
Sample Information
Sample Taken Date | 03/25/2023 | Sample Unique Key | 6 |
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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 | 03/29/2023 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" WMA-A-SP R25 0.25% EVO FIBE |
The quantity of what the sample constitutes | 4 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Baho | Last name of sampler or witnessed by | Fakhuary |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0185A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | R.J. Noble-Orange | 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) | 91-19-0035 |
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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 | Belt Cut at R.J. Noble- Orange | |
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 | 36R2508SPWEFO | Lot number | |
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-03-25-6
DIME Test ID: 2023-03-25-6-5
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: 2023-07-25
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid Khaliq
Date of test: 03/30/2023
Clay Level (Test 1): 7.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 7.4
Sand Level (Test 2): 4.1
Clay Level (Test 3): 7.4
Sand Level (Test 3): 4.1
Sand Equivalent (Test 1): 55
Sand Equivalent (Test 2): 56
Sand Equivalent (Test 3): 56
Sand Equivalent: 56
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/25/2023 ✔