Summary for Test 2023-06-05-61-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993547 DEA: 081G7204 EFIS: 0816000057 COOP: 081666 Permit Numbers: 0819AOP0691 |
|---|---|
| DIST-CO-RTE-PM | 08--- |
| Award Date | 12/30/2021 |
| Closeout Date | Not set |
| Work Description | METS have reviewed the (Source Inspection Quality Management Plan) SIQMP, Rev1 submitted on behalf of The city of Lake Elsinore. We are glad to inform you that it significantly complies. |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 01/31/2022) |
Sample Information
| Sample Taken Date | 06/05/2023 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/21/2023 |
| Sample type | Verification | A brief description of the sample | JMF-1/2" RHMA-G-SP 1.0% LAS |
| The quantity of what the sample constitutes | 4 Bags Of Comb. Agg., 1 Bag each Of Scrap & Crum Rubber | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Capacete |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0376G-23 | 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 |
|---|---|---|---|
| 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 All American Corona Plant | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | 106836 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-06-05-61
DIME Test ID: 2023-06-05-61-5
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: 2023-10-04
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/26/2023
Clay Level (Test 1): 5
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 78
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔