Test 2019-05-08-18-2 (AASHTO T335-09r13) Summary

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Project Information
Project IdentifiersProject ID: 212645
DEA: 080N9714
EFIS: 0815000101
DIST-CO-RTE-PM08-SBD-395-39.0/45.9
Work DescriptionWIDEN EXISTING SHOULDERS TO 8' AND CONSTRUCT 4' MEDIAN BUFFER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 2.2 MILES NORTH OF KRAMER ROAD TO ROUTE 58
Sample Information
Sample Taken Date5/8/2019 Sample Unique Key18
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 testing5/10/2019
Sample typeVerification A brief description of the sample1/2 RHMA-G-SP
The quantity of what the sample constitutesJMF 9 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Materials Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0275G-19
The fabricator/manufacturer/facility nameOro Grande, White Mountain 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)91-36-0023, 91-36-0106
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample300191-LSM
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: 2019-05-08-18
DIME Test ID: 2019-05-08-18-2
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: 2019-06-06
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: Danilo Ferrer
Date of test: 05/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles:99 %
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 05/30/2019