Summary for Test 2020-07-27-28-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030 |
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DIST-CO-RTE-PM | 05-SB-101-1.4/4.8 |
Award Date | Not set |
Closeout Date | 09/27/2022 |
Work Description | Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP. |
Location Description | CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE |
QA Service Level | 1 (Verified on 03/09/2020) |
Sample Information
Sample Taken Date | 07/27/2020 | Sample Unique Key | 28 |
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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 | 07/28/2020 |
Sample type | Verification | A brief description of the sample | Bags of Treated and Untreated |
The quantity of what the sample constitutes | One JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Darren | Last name of sampler or witnessed by | LaChaine |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Granite Buellton | Transportation Laboratory (TL) Number | |
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) | 91-42-0006::BEE ROCK QUARRY |
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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 | At the Plant | |
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 | Not set |
Test Details
DIME Sample ID: 2020-07-27-28
DIME Test ID: 2020-07-27-28-2
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-08-13
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Historical
Date of test: 08/13/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2020 ✔