Summary for Test 2022-10-19-33-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993805 DEA: 070W1404 EFIS: 0721000062 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1-4.4/9.7 |
| Award Date | 06/24/2022 |
| Closeout Date | 03/13/2025 |
| Work Description | COLD PLACE AC PAVEMENT AND PLACE RHMA-G. |
| Location Description | VENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/11/2022) |
Sample Information
| Sample Taken Date | 10/19/2022 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 10/24/2022 |
| Sample type | Verification | A brief description of the sample | RHMA-G-SP 0.5% LAS 10 % Rap |
| The quantity of what the sample constitutes | 4 Bags Combined Agg., 1 Bag Rap, 1 Qt Hi-Nat, 1 Qt CRM | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Vulcan | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0705G-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials-Saticoy | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | 326124 SAT VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Materials- Saticoy |
| 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 | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2022-10-19-33
DIME Test ID: 2022-10-19-33-5
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: 2022-12-08
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Robert Jarquin
Date of test: 10/28/2022
Clay Level (Test 1): 5.8
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.9
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 67
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2022 ✔