Summary for Test 2021-06-15-32-7
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 215441 DEA: 021J5204 EFIS: 0220000087 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD,SIS-139-34.0/50.7,0.0/5.0 |
| Award Date | 03/02/2021 |
| Closeout Date | 09/27/2021 |
| Work Description | PLACE ASPHALT RUBBER BINDER CHIP SEAL & REPLACE AC SURFACING. |
| Location Description | MODOC AND SISKIYOU COUNTIES AT AND NEAR NEWELL FROM 3.3 MILES NORTH OF PEREZ OVERHEAD TO ROUTE 161 |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 06/15/2021 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/16/2021 | Sample type | Department Acceptance |
| A brief description of the sample | 2 bags of Uncoated 3/8″ Aggregate for Use in ARB Chip Seal | 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 | John |
| Last name of sampler or witnessed by | Carmichael | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D78845 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Shaw Pit - Lookout, CA | |
| Transportation Laboratory (TL) Number | 990927 | 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 | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | Sampling Device at Plant |
| 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 | Unknown | |
| Sublot number | Unknown | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-06-15-32
DIME Test ID: 2021-06-15-32-7
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: 2022-01-11
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 06/17/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
General comments (publicly viewable) (Max 1000 characters): Percentage of fractured, fine, 1 faced particles not determined. No. 4 x 8 comprised only 2% of the sample.
Test was verified on 1/11/2022 ✔