Test 2019-04-10-17-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212512
DEA: 120M9604
EFIS: 1213000068
DIST-CO-RTE-PM12-ORA-73-22.5/25.7
Work DescriptionCOLDPLANE AC PVMTS , UPGRADE MBGR, CURB RAMPS AND CRASH CUSHION.
Location DescriptionIRVINE AND NEWPORT BEACH FROM BONITA CANYON DRIVE/FORD ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF RED HILL AVENUE OVERCROSSING
Sample Information
Sample Taken Date4/10/2019 Sample Unique Key17
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 testing4/15/2019
Sample typeVerification A brief description of the sample1/2 OGFC
The quantity of what the sample constitutesJMF 3 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Last name of sampler or witnessed byNoble Company
Title of sampler Laboratory sample identification0230O-19
The fabricator/manufacturer/facility nameHanson Aggregates Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample1/2 OGFC PG 64-10 The fabricator/manufacturer designation for the sample43R001SPO
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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: 2019-04-10-17
DIME Test ID: 2019-04-10-17-2
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: 2019-05-07
Test Results

Method: 1 - Combined 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: 04/23/2019
Percentage of fractured, coarse, 2 faced particles tested:100 %
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 04/30/2019