Summary for Test 2019-04-25-8-2
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 213336 DEA: 023E7404 EFIS: 0200020160 |
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DIST-CO-RTE-PM | 02-SHA-299-R7.6/18.3 |
Award Date | 08/24/2018 |
Closeout Date | 09/02/2020 |
Work Description | PAVEMENT PRESERVATION |
Location Description | SHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY |
QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
Sample Taken Date | 04/25/2019 | Sample Unique Key | 8 |
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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 | 04/25/2019 |
Sample type | Verification | A brief description of the sample | Combined 1/2 inch Type A (Untreated, Virgin Aggregate) |
The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Williams |
Title of sampler | Consultant | Telephone number of sampler | |
Laboratory sample identification | D77850F | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shasta Ranch Aggregates | Transportation Laboratory (TL) Number | 001906 |
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) | 91-45-0057::SHASTA RANCH AGGREGATES |
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The fabricator's/manufacturer's product name for the sample | Unknown | The fabricator/manufacturer designation for the sample | L190278 |
The plant number | Unknown | 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 | Unknown | Primary Aggregate Nominal Size | 1/2 inch |
The concrete mix design number | JMF 19-08-S1 | Lot number | 0 |
Sublot number | 0 | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2019-04-25-8
DIME Test ID: 2019-04-25-8-2
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: 2019-05-29
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: Colt Sweeny
Date of test: 05/23/2019
Mass of fractured, coarse, 2 faced particles tested: 769.6 g
Mass of questionable, coarse, 2 faced particles tested: 4.6 g
Mass of unfractured, coarse, 2 faced particles tested: 3.8 g
Mass of fractured, coarse, 1 faced particles tested: 778 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: 110.7 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0.4 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
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: 99 %
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 5/29/2019 ✔