Summary for Test 2024-08-29-25-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1000165 DEA: 09392504 EFIS: 0923000029 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R17.2/25.8 |
| Award Date | 06/26/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING. |
| Location Description | INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/29/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 08/30/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" Shoulder Backing |
| The quantity of what the sample constitutes | Shoulder Backing 01 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubbart |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | SB-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Construction Solari Plant | 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) | 00-00-0000 |
|---|---|---|---|
| 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 | Hwy 395 Shoulder NB #2 Lane | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-08-29-25
DIME Test ID: 2024-08-29-25-3
Testing Lab: CT D09 - Bishop Field 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: 2024-09-03
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 09/03/2024
Weighted average percentage of fractured, coarse, 2 faced particles: 91.6 %
Weighted average percentage of fractured, coarse, 1 faced particles: 80.5 %
General comments (publicly viewable) (Max 1000 characters): SB-01
Test was verified on 9/3/2024 ✔