Test 2020-10-28-4-5 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Sample Information
Sample Taken Date10/28/2020 Sample Unique Key4
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 testing10/29/2020
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes4 Bags Of Agg., 1 Bag Of Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byFattah Last name of sampler or witnessed byKazi
Title of sampler Laboratory sample identification0640A-20
The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Lake Elsinore 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)91-33-0098, 91-33-0011
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R24 The fabricator/manufacturer designation for the sample
The plant number53417615 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Lake Elsinore Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-10-28-4
DIME Test ID: 2020-10-28-4-5
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: 2020-11-16
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: 11/11/2020
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 11/16/2020