Summary for Test 2023-06-21-83-2
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 995151 DEA: 023J7304 EFIS: 0222000078 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-0/12.3 |
| Award Date | 02/06/2023 |
| Closeout Date | 10/06/2023 |
| Work Description | Pittville to Bieber AR Chip |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/13/2023) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 09/22/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3 bags of Uncoated 3/8″ Chip Seal Aggregate |
| The quantity of what the sample constitutes | One-half day to whole project | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79280 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Shaw Pit (Lookout, CA) | Transportation Laboratory (TL) Number | 867321 |
| 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) | 91-25-0008::Shaw Pit |
|---|---|---|---|
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled | 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: 2023-06-21-83
DIME Test ID: 2023-06-21-83-2
Testing Lab: CT D02 - Redding Northern 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: 2023-09-21
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/13/2023
Mass of fractured, coarse, 2 faced particles tested: 777.5 g
Mass of questionable, coarse, 2 faced particles tested: 0 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 777.5 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 25 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 0 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters): PC(C1)=100.%,
PC(C2)=100.%,
PC(F1)=100.%
Test was verified on 9/21/2023 ✔