Test 2019-05-20-11-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213647
DEA: 080N9724
EFIS: 0815000102
DIST-CO-RTE-PM08-SBD-395-35.5/39.1
Work DescriptionCONSTRUCT MEDIAN AND WIDENING SHOULDER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 1.3 MILES SOUTH TO 2.3 MILES NORTH OF KRAMER ROAD
Sample Information
Sample Taken Date5/20/2019 Sample Unique Key11
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 testing5/21/2019
Sample typeVerification A brief description of the sample1 HMA-A-SP R15
The quantity of what the sample constitutesPSE 9 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0293A-19
The fabricator/manufacturer/facility nameVulcan Oro Grande, White Mountain Transportation Laboratory (TL) Number030559
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)Blue Diamond Oro Grande, White Mountain
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300222-WM
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 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-05-20-11
DIME Test ID: 2019-05-20-11-2
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: Satish Jain
Date of test: 05/28/2019
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
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