Summary for Test 2020-06-11-57-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 213887 DEA: 024H2604 EFIS: 0218000100 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-R11.5/17.1 |
| Award Date | 03/15/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 06/11/2020 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/11/2020 | Sample type | Verification |
| A brief description of the sample | 1/2-inch Type A Untreated Virgin Aggregate | The quantity of what the sample constitutes | JMF |
| From where was the sample collected | Source | First name of sampler or witnessed by | Ashton |
| Last name of sampler or witnessed by | Erickson | Title of sampler | RMC QC |
| Telephone number of sampler | Laboratory sample identification | D78473F | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Truax Quarry | |
| Transportation Laboratory (TL) Number | 990768 | 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) | 91-47-0037 |
|---|---|---|---|
| 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 | Lab-Batched from Sized Untreated Aggregate Stockpiles | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | JMF 19-24-S3 | Lot number | |
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-06-11-57
DIME Test ID: 2020-06-11-57-3
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: 2020-09-17
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: Arthur Mills
Date of test: 09/16/2020
Mass of fractured, coarse, 2 faced particles tested: 444.8 g
Mass of questionable, coarse, 2 faced particles tested: 0.5 g
Mass of unfractured, coarse, 2 faced particles tested: 0 g
Mass of fractured, coarse, 1 faced particles tested: 444.8 g
Mass of questionable, coarse, 1 faced particles tested: 0.5 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 28.4 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):
Test was verified on 9/17/2020 ✔