Test 2019-08-14-12-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212011
DEA: 07252624
EFIS: 0700021272
DIST-CO-RTE-PM07-LA-5-R45.4/R61.2
Work DescriptionREHABILITATE CONCRETE PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND AT CASTAIC FROM 0.2 MILE SOUTH OF ROUTE 14/5 SEPARATION TO 0.7 MILE NORTH OF PALOMAS WASH BRIDGE
Sample Information
Sample Taken Date8/14/2019 Sample Unique Key12
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 testing8/19/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesJMF4 bags From where was the sample collectedFabricator
First name of sampler or witnessed byJohn Last name of sampler or witnessed byWarrick
Title of sampler Laboratory sample identification0493G-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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 sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample106836
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American San Fernando Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-08-14-12
DIME Test ID: 2019-08-14-12-2
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: 2019-08-26
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: 08/23/2019
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 08/26/2019