Test 2020-06-22-19-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212302
DEA: 080C70U4
EFIS: 0815000189
COOP: 081646
DIST-CO-RTE-PM08-SBD-210-PM R 25
Work DescriptionThe SR 210 Base Line Interchange project, in the City of Highland, includes widening of the Base Line overcrossing at the SR 210, along with additional ramp widening improvements for the northbound on-ramp, northbound off-ramp and southbound on-ramps.
Location DescriptionSR210 Lane Addition work proposes to improve SR 210 within the cities of Highland, Redlands, San Bernardino and unincorporated sections of San Bernardino County,
Sample Information
Sample Taken Date6/22/2020 Sample Unique Key19
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 testing6/22/2020
Sample typeVerification A brief description of the sample3/4" HMA-A-SP R15 No LAS
The quantity of what the sample constitutes4 Bags Combined Coldfeed agg. 4 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byAAA Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0401A-20
The fabricator/manufacturer/facility nameAAA-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
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant number105927 A detailed description of where the material sample was collectedConveyor Belt
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: 2020-06-22-19
DIME Test ID: 2020-06-22-19-2
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: 2020-07-16
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: 07/14/2020
Weighted average percentage of fractured, coarse, 2 faced particles:100 %
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 07/16/2020