Test 2019-04-24-33-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213606
DEA: 081E6104
EFIS: 0814000055
DIST-CO-RTE-PM08-SBD-62-41.0/41.5and60.6/61.1
Work DescriptionWIDENING OF SHOULDER AND INSTALLING RUMBLE STRIPS
Location DescriptionSAN BERNARDINO COUNTY NEAR TWENTYNINE PALMS FROM 0.7 MILE TO 1.2 MILES EAST OF GODWIN ROAD AND FROM 5.6 MILES TO 6.1 MILES EAST OF IRONAGE ROAD
Sample Information
Sample Taken Date4/24/2019 Sample Unique Key33
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 testing5/3/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP, R15
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Asphalt Perris Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0262A-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 sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105927
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: 2019-04-24-33
DIME Test ID: 2019-04-24-33-2
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: 05/09/2019
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