Test 2020-11-12-4-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214351
DEA: 07316504
EFIS: 0715000210
DIST-CO-RTE-PM07-VEN-118-R24.1/R29.7
Work DescriptionCONSTRUCT MAINTENANCE VEHICLE PULLOUTS AND ACCESS ROADS.
Location DescriptionVENTURA COUNTY IN SIMI VALLEY FROM 0.1 MILE WEST OF CALDWELL AVENUE UNDERCROSSING TO 0.2 MILE EAST OF YOSEMITE AVENUE OVERCROSSING
Sample Information
Sample Taken Date11/12/2020 Sample Unique Key4
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 testing11/12/2020
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R15 0.4% Evo
The quantity of what the sample constitutes3 Bags Combined Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Last name of sampler or witnessed byDong
Title of sampler Laboratory sample identification0665A-20
The fabricator/manufacturer/facility nameAll American Asphalt Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 WMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number103793 A detailed description of where the material sample was collectedBelt Cut at All American Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-11-12-4
DIME Test ID: 2020-11-12-4-2
Testing Lab: CT - Southern 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: 2020-11-17
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: Satish Jain
Date of test: 11/15/2020
Weighted average percentage of fractured, coarse, 2 faced particles:100 %
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 11/17/2020