Test 2019-04-15-3-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213255
DEA: 081E5814
EFIS: 0816000072
DIST-CO-RTE-PM08-SBD-95-40.0/40.4
Work DescriptionWIDEN SHOULDERS AND PLACE GROUND-IN RUMBLE STRIP
Location DescriptionSAN BERNARDINO COUNTY NEAR NEEDLES FROM 2.7 MILES TO 3.1 MILES NORTH OF HAVASU LAKE ROAD
Sample Information
Sample Taken Date4/15/2019 Sample Unique Key3
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 testing4/16/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP
The quantity of what the sample constitutesJMF 12 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byFransisco
Title of sampler Laboratory sample identification0229A-19
The fabricator/manufacturer/facility nameWest Coast Aggregate 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)91-33-0072
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample3881
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-04-15-3
DIME Test ID: 2019-04-15-3-2
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: 2019-04-30
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: 04/19/2019
Percentage of fractured, coarse, 2 faced particles tested:97 %
Percentage of fractured, coarse, 1 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/23/2019