Summary for Test 2021-06-15-32-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 215441 DEA: 021J5204 EFIS: 0220000087 |
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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 |
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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 | 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 |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-25-0008::Shaw Pit |
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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
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 ✔