Test 2019-12-15-1-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212888
DEA: 07202124
EFIS: 0700020870
DIST-CO-RTE-PM07-LA-710-20.9/24.6
Work DescriptionPAVEMENT REHABILITATION AND BRIDGE WIDENING
Location DescriptionLOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
Sample Information
Sample Taken Date12/15/2019 Sample Unique Key1
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 testing12/17/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 3 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Irvine Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0724A-19
The fabricator/manufacturer/facility nameAll American Asphalt Irvine 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::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105793
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Irvine Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-12-15-1
DIME Test ID: 2019-12-15-1-2
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: 2020-03-17
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: 12/21/2019
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 03/17/2020