Summary for Test 2023-01-27-38-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215129 DEA: 050N73U4 EFIS: 0520000166 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-7.3/9.6 |
| Award Date | 10/23/2020 |
| Closeout Date | Not set |
| Work Description | !!Please CC Office Engineer Gabrielle Herrera on reports to RE and SR!! Segment 4C - Summerland: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, steel soldier piles, epoxy coated rebar, |
| Location Description | SUMMERLAND FROM 0.2 MILES NORTH OF PARDARO LANE OVERCROSSING TO SAN YSIDRO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 08/24/2020) |
Sample Information
| Sample Taken Date | 01/27/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 01/30/2023 |
| Sample type | Quality Assurance | A brief description of the sample | Asphalt Aggregates |
| The quantity of what the sample constitutes | 200 tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Tom | Last name of sampler or witnessed by | Cromwell |
| Title of sampler | Telephone number of sampler | 8056991626 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Santa Paula | 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) | 91-19-0046 |
|---|---|---|---|
| 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 and chute | |
| 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 | 2 | |
| Sublot number | 11 | Aggregate Mix Number | 13762 |
Test Details
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DIME Sample ID: 2023-01-27-38
DIME Test ID: 2023-01-27-38-2
Testing Lab: CT D05 - Carpinteria 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: 2023-02-21
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Dorell Harper
Date of test: 01/30/2023
Clay Level (Test 1): 5.1
Sand Level (Test 1): 4.1
Clay Level (Test 2): 5.3
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.3
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 80
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/21/2023 ✔