Summary for Test 2019-04-16-22-6
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 212872 DEA: 07302204 EFIS: 0713000481 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-126-0.0/R13.6 |
| Award Date | 01/24/2018 |
| Closeout Date | 05/26/2022 |
| Work Description | PLACE HOT MIX ASPHALT AND INDIVIDUAL SLAB REPLACEMENT. |
| Location Description | VENTURA COUNTY IN VENTURA AND SANTA PAULA FROM ROUTE 126/101 SEPARATION TO HAUN CREEK BRIDGE |
| QA Service Level | 1 (Verified on 04/27/2020) |
Sample Information
| Sample Taken Date | 04/16/2019 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 04/22/2019 |
| Sample type | Verification | A brief description of the sample | 3/4 RHMA-G-SP |
| The quantity of what the sample constitutes | PSE 8 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Jay | Last name of sampler or witnessed by | Olsen |
| Title of sampler | QC Technician | Telephone number of sampler | |
| Laboratory sample identification | 0242G-19 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan - Sun Valley | Transportation Laboratory (TL) Number | 002802 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0017, 91-19-0019, 91-19-0021 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 RHMA-G-SP | The fabricator/manufacturer designation for the sample | 226108 SVA3 SJR |
| The plant number | 3 | A detailed description of where the material sample was collected | Manufacturer |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Unknown |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2019-04-16-22
DIME Test ID: 2019-04-16-22-6
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: 2019-05-07
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 04/24/2019
Clay Level (Test 1): 4.8
Sand Level (Test 1): 3.9
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.9
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 80
Sand Equivalent (Test 3): 80
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2019 ✔