Summary for Test 2022-10-19-33-7
Test performed: AASHTO T335-09r13Project 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 | Not set |
| 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 |
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: 2022-10-19-33-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2022-12-08
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 10/26/2022
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/8/2022 ✔